Why Vorobyovy Gory Station Was Closed for 19 Years and How the Metro Bridge Was Rebuilt

Vorobyovy Gory metro station closed to passengers on 20 October 1983 because the Luzhniki Metro Bridge was structurally unsafe. Following reconstruction, it reopened on 14 December 2002. The phrase ‘19 years of closure’ refers to passengers boarding and alighting at the station. For most of that period, trains on the Sokolnicheskaya line continued to cross the Moskva River: first through the empty station hall, and later on bypass tracks. In the summer of 2002, services on this section were temporarily suspended so that the tracks could be moved onto their permanent alignments on the bridge. S. V. Volnov’s engineering review records both dates.

The history of the river crossing is easily confused with that of the escalator gallery on the slope of Vorobyovy Gory. The gallery fell out of use in the 1980s and only reopened to passengers in December 2022. The transport portal dates its closure to 1983, while a museum article describes a brief period of operation after the station closed. The gallery has its own foundations and a different engineering problem; the restoration timelines for the bridge, the station hall and the ascent to Kosygina Street need to be considered separately.

Why was the station built directly on the bridge?

The bridge became the site for the platform after the metro route towards the south-west of the city was revised. The history of Vorobyovy Gory station, according to an article by the Moscow Transport Museum, began with a different project: in the early 1950s, plans called for an underground station named Luzhnikovskaya and a tunnel beneath the Moskva River. The decision to build a large stadium in Luzhniki changed the layout of the district and prompted the search for a new route.

Work on the original scheme stopped in December 1954. The metro builders combined the line’s river crossing with a planned road bridge aligned with Komsomolsky Prospekt. The upper deck was allocated to cars, and the lower deck to trains. The platform was placed inside the bridge, making the station hall part of the crossing between the two banks. This explains its unusual length, its panoramic windows and the station’s dependence on the condition of the bridge structure.

12 January 1959 The Kirovsko-Frunzenskaya line, now the Sokolnicheskaya line, was extended from Sportivnaya to Universitet. The intermediate station, Leninskiye Gory, opened on the lower deck of the metro bridge. This is the date given in the station entry on metro.ru. For establishing the chronology, this date is more reliable than the reference to 1958 found in some retrospective publications.

The station’s original design was restrained: the museum’s description mentions an asphalt floor, concrete columns and simple light fittings. Its defining spatial feature was the transition from the tunnel into a bright, glass-enclosed hall above the river. This design set Leninskiye Gory apart from other stations of the period, but made its condition dependent on the performance of a complex two-level structure.

Why do sources disagree about the opening year?

The discrepancy between 1958 and 1959 relates to two separate events: the opening of the upper roadway and the start of metro services beneath it. In a brochure by engineers E. A. Mamayeva and A. P. Gretsov, published in 1958, the road is described as already open to traffic, while completion of the station was still awaited. The metro.ru catalogue dates the start of passenger use to 12 January 1959. It is therefore incorrect to describe 1958 as the year the station opened, even though cars were already using the bridge that year.

The brochure’s authors were directly involved in construction: Mamayeva headed Mostotrest’s technical department, and Gretsov was the project’s chief engineer. They specifically identify Bridge Construction Unit No. 4 as responsible for the main work on the crossing, and Moscow Metrostroy as the organisation that built the approach tunnels from both banks and the station with its entrance halls. This division of responsibilities explains why completion of the upper roadway did not mean that the station hall beneath it was ready.

In their 1958 text, the engineers linked the crossing to a new arterial road serving the developing South-Western District. The structure fulfilled two transport functions at once: it connected the banks for road traffic and extended the metro line from Sportivnaya towards Universitet. S. V. Volnov’s engineering review distinguishes between the total length of the crossing, including its approach viaducts — 2030 metres — and the length of the bridge itself — 1179 metres. Without this distinction, the two figures appear contradictory, although they describe different extents of the same project.

The station hall lies within the section spanning the river channel, where the three main spans measure 45, 108 and 45 metres. These dimensions matter here for reasons other than record-breaking size: the trains, platform and roadway all relied on a shared structural system. Damage to its load-bearing elements could not be remedied simply by replacing glazing or cladding. The revision of the metro route in the 1950s resulted in a rare instance of a station’s architecture being dictated by the structural design of a road bridge.

The engineers writing in 1958 emphasised in detail the advantages of precast prestressed reinforced concrete. Components were manufactured in factories and casting yards, then assembled by the river; two large reinforced-concrete span structures were floated to their installation sites. Contemporaries thus presented the bridge as a trial of new technology. Assessing its subsequent reliability requires sources covering its operation: the brochure itself could not have anticipated the damage that would emerge after opening.

Among the designers of the original Leninskiye Gory station, Archi.ru lists M. Bubnov, A. Markelov, M. Markovsky, A. Ryzhkov and B. Tkhor. The bridge builders and the designers of the station hall addressed different challenges, although they were working on the same complex. The bridge had to carry road and rail loads; the architects used its lower deck to create a bright hall overlooking the river. Retaining the panoramic views after reconstruction does not necessarily mean that the original structures or finishes were preserved.

Why did Vorobyovy Gory station close in 1983?

The station closed because of damage to the structure, chiefly failed waterproofing and deterioration of the metro bridge’s structural elements. The Unified Transport Portal links this damage to errors in the station’s design and a reduction in the bridge’s load-bearing capacity. The Transport Museum also describes problems that emerged soon after the bridge entered service, and attempts to maintain it through localised repairs.

The engineering review gives the precise date — 20 October 1983 — and records the station’s closure to passengers entering and leaving. This wording matters: the line between Sportivnaya and Universitet was not cut off at the riverbank. The challenge was to ensure that trains could pass safely through the affected section and to repair the bridge itself.

The name change also helps make sense of the documents. From 1959 to 1983, the station operated as Leninskiye Gory; during its closure, it was renamed Vorobyovy Gory. Passengers encountered the new name when the station reopened. Both names in the sources refer to the same location on the Luzhniki Metro Bridge.

Which parts of the bridge began to deteriorate?

Bridge engineer S. V. Volnov’s technical review lists problems identified as early as the first season of operation: the poor condition of the prestressed beams supporting the road deck, failed waterproofing of the main arch’s tie cables, and elevated stray currents that accelerated corrosion. This is a list of several vulnerable elements, rather than a description of a single crack. The tie resists the arch’s horizontal thrust; protecting its reinforcement from water was essential for the span to perform as designed. The 2023 publication shows why documents about the station repeatedly refer to the condition of the entire bridge.

Popular accounts sometimes attribute the damage solely to accelerated concrete curing or salts added during construction. A contemporary Kommersant report dated 2 September 2000 reported this explanation, but provided no laboratory report that would establish it as the sole cause. The engineering review also highlights the waterproofing of the ties and stray currents. The confirmed finding is sufficient to explain the closure: the bridge’s structural elements had deteriorated to a condition in which the station could no longer remain open for passengers to board trains.

The two sources examine the same material from different points in time. In the 1958 brochure, the engineers described prestressed reinforced concrete as a way to save metal and expected it to be durable. In his professional review of 2023, S. V. Volnov described failures in the waterproofing of the tie cables and corrosion processes identified during operation. The defects that emerged later do not invalidate the principle of prestressing itself; they show how much its success depends on protecting the reinforcement and properly constructing the connections. The documents provide no grounds for declaring every reinforced-concrete bridge doomed to fail or attributing this bridge’s damage to a single cause.

How did trains run while the station was closed?

At first, trains continued to pass through the empty station hall without stopping. According to the account published by the Moscow Transport Museum, this continued until 1986, with trains running at minimum speed. Until the final stage of reconstruction, the line remained unbroken, although there was no longer a stop between Sportivnaya and Universitet.

Temporary bypass tracks were then built on separate supports. Trains began to skirt the station and the main bridge structure on the outside, reducing the strain on the damaged structure. This interim engineering solution kept the line running without reopening the platform. It should not be described as the opening of a new station: the entrances to Leninskiye Gory remained closed.

The road deck followed a different operational pattern. The museum's account notes that road traffic continued across the upper deck of the old bridge until a major reconstruction became possible. So the phrase ‘the bridge was closed for 19 years’ misrepresents the situation: the passenger station was inaccessible, trains used a bypass, and the road remained open.

Why were external bridges needed for the trains?

In 1986–1987 metro services were diverted from the centreline of the old river span onto steel bypass bridges on either side of the main structure. An engineering review estimates their combined weight at around 3,000 tonnes. This was neither a new line nor a permanent station: the tracks bypassed the closed passenger hall while maintaining a continuous route across the river between the existing stations.

The temporary bypass also created working space around the damaged arches. With the external spans carrying the train loads, builders could prepare to reinforce and dismantle elements of the original metro deck. The design provided for the steel beams of the bypass bridges to be reused later as part of the rebuilt station. Here, ‘temporary’ describes the position of the tracks during the works; it does not mean that all the structures made for them necessarily had to be discarded.

In the summer of 2002, through services were interrupted. The metro builders' newspaper ‘Metrostroyevets’, dated 19 July 2002, reported that, during the night leading into 6 July, trains stopped running between Sportivnaya and Yugo-Zapadnaya for a major construction window scheduled to last until around 5 August. Bridge crews shifted the bypass spans towards the platform, while Metrostroy teams built four short tunnel sections and connected the new tracks to the existing ones. The newspaper specifically noted that, once services resumed, trains would initially pass through the station without stopping: finishing work and the commissioning of passenger facilities were still under way. Thus, the bypass kept the line operating for many years, but did not eliminate the need for a temporary closure of the section during the final track changeover.

Why did restoration take almost two decades?

The period comprises a long phase of temporary operation followed by reconstruction. After the station closed in 1983, the bypass tracks operated for more than fifteen years. The station's active reconstruction is dated by the transport portal to 1999–2002. So ‘19 years of repairs’ is an inaccurate description: construction did not continue uninterrupted throughout all nineteen years.

The museum's account links the start of major works to the provision of another road crossing as part of the Third Ring Road. This context explains why replacing the platform finishes alone could not solve the problem: the city had to maintain traffic across the river while rebuilding a structure that combined a road with a metro line. The available sources do not justify presenting every year of waiting as a documented decision; the established sequence is closure, a temporary bypass and major reconstruction.

The reconstruction changed how the railway track was supported within the bridge. The Transport Museum reports that it was placed on separate supports so that train loads would no longer affect the bridge in the same way as before. The platform was widened to accommodate the new track centrelines. This was no cosmetic refurbishment of the station hall: the engineering arrangement of the river crossing had changed.

Different parts of the complex came into use at different times. According to the museum's account, the reconstructed bridge opened to road traffic in 2000. The passenger station reopened on 14 December 2002; the date is confirmed by the engineering review and the metro.ru station directory. Just over 19 years had passed since 20 October 1983. This is how the station's well-known closure period is calculated.

What did the builders change in the 1990s and early 2000s?

By the mid-1990s the issue concerned more than just trains. S. V. Volnov reports that a 1994 survey by TsNIIS and the Gormost organisation estimated the road section's remaining reliable service life at seven to eight years. This was an assessment made at the time of the survey, rather than a prediction that the bridge would inevitably collapse in a particular year. According to the review, the city then decided to develop an additional crossing so that defective structures on the existing bridge could be reinforced or replaced.

The reconstruction design comprised three engineering tasks. First, the inner arch ribs were reinforced with new steel ties designed to carry the loads in place of the damaged reinforced-concrete ties; the outer arch ribs and the old metro deck were then dismantled. Trains were to be moved from the external bypasses onto their permanent track centrelines only once a stable load-bearing system was in place. This sequence explains why work on the tracks and platform could not come first.

The review gives the weight of the new steel ties as around 2,100 tonnes. This figure reveals the scale of the reinforcement, which could easily look like ordinary arch repairs from the outside. The ties were designed to work alongside the surviving elements, resisting the span's outward thrust and carrying permanent loads. The design also provided for new bracing between the inner arch ribs and reinforcement of the joints. Describing the reconstruction as replacing the station's tiles would overlook the scale of the intervention.

According to the technical review, the outer arches were dismantled in early 1999; the upper road deck and its supporting columns were removed that same year. A report in Kommersant, published on 2 September 2000, records that the bridge opened to road traffic the previous day, 1 September. The newspaper reported the event while construction was still under way, whereas the later museum account gives only the year. Comparing the two accounts establishes a more precise opening date for the road section, but that date does not automatically apply to the metro platform.

In the same 2000 report, the journalist wrote of plans to open the passenger station in September 2001 and the expected imminent restoration of the ascent to Kosygina Street. This is evidence of expectations at the time, rather than a reliable completion date. The station did not open until December 2002, and the gallery until late 2022. The archive article needs to be checked against the engineering review: the newspaper gave the wrong year for the platform's closure, stating 1989 instead of 1983.

According to S. V. Volnov, in July–August 2002 trains returned to the metro bridge's main track centrelines. To achieve this, the steel beams of the bypass spans, which had been in service since 1987, were moved from their temporary supports towards the main spans. Restoring the tracks did not in itself reopen the platform: the finishes and equipment had to be completed separately. According to the engineering review, Vorobyovy Gory station opened to passengers on 14 December 2002.

What remained of the 1959 station after reconstruction?

The station retained its position on the bridge's lower deck and its central idea: views of the river through the glazing. The structure and visible materials changed substantially. The Transport Museum describes the widened platform, granite floor and marble cladding on the supports and walls, replacing the extremely plain finishes of the late 1950s. The present hall therefore primarily reflects the engineering and architectural approach of the reconstruction at the turn of the millennium.

Descriptions of the works help explain the approach to the reconstruction, but do not constitute an inventory of the original components. Even Sandul's statement that the hall was completely dismantled does not reveal what happened to every foundation and structural joint. When comparing photographs, it is more accurate to distinguish visible features — cladding, glazing and track positions — from concealed structures, which would require design drawings and records of the works to assess.

How did the passenger platform itself change?

Shortly before the station opened, metro chief Dmitry Gayev, in an interview with Vechernyaya Moskva dated 9 December 2002, spoke of retaining the architectural concept while introducing new technical details. He said that the cladding had been secured in special cassettes and that, for the first time, the station attendant's room had been arranged to overlook the passenger area of the platform. This is an account of specific design decisions from someone involved in the opening; it does not mean that every slab and column of the original hall survived.

The scale of the new hall is also evident in the layout of its approaches. According to Sandul, a municipal cable duct had previously run above the station; during the rebuilding, it was relocated to a separate structure near the entrance halls. On one bank, the cable descends into a tower; on the other, the architects incorporated its supporting structure into an archway. Even this utility network, invisible from the train, needed to be accommodated when the station was rebuilt. The reconstruction encompassed an entire transport complex, not just the platform’s decoration.

The account of the 2002 opening helps clarify exactly what the builders had ‘preserved’. G. M. Sandul, in an article for Metro and Tunnels magazine, issue 6 of 2002, describes the reopened complex as a new facility and writes about the dismantling of the old platform, walls and entrance halls. When Dmitry Gaev spoke of the architecture being preserved, he meant the familiar setting of the bright hall above the water. These accounts are consistent if we distinguish the spatial concept from the physical fabric of the structure. Both descriptions confirm substantial rebuilding, but neither quantifies how much of the original structure survived.

Sandul reports that after reconstruction the station became four metres wider, while the distance between the tracks increased from 20.5 to 23.3 metres. This change matters when discussing the platform: it was widened to accommodate the new track positions, not merely to improve its finish. The author also describes two entrance halls that were effectively built anew. The bridge’s lower deck still determined the station’s location, but the geometry of its passenger and technical spaces had changed.

The new hall was designed by Metrogiprotrans architects L. L. Borzenkov, A. L. Vigdorov, N. V. Rasstegnyaeva and G. S. Mun, under the direction of N. I. Shumakov. The team’s membership is confirmed by the 2002 publication and the completed project record. These names help avoid attributing today’s finishes to the designers of the 1959 station: two generations of designers worked at the same site, but with different structural systems and objectives.

In the 2002 hall, steel frames fitted with double-glazed units were installed along the sides of the platform. Passengers see the river and its banks through the glazing, as envisaged in the station’s original concept, but the enclosures themselves date from the reconstruction. Sandul specifically described the heat-treated granite flooring, white Koelga marble and dark green Listvennik marble. According to the museum’s account, the old hall had an asphalt floor, and its concrete columns had no such cladding. The visible finishes reveal the scale of the rebuilding of the passenger space.

According to the article in Metro and Tunnels, the marble slabs were dry-mounted on an aluminium framework, without cement mortar. This clarifies Dmitry Gaev’s reference to special cassettes: the two accounts describe the same technical solution from the perspectives of an architect and the head of the Metro. As the author of the professional article explains, it created a visually even surface over the existing walls and sped up the finishing work. Sandul also linked the undulating suspended ceiling to the theme of the river; this was the architects’ interpretation in the new design, rather than a historical motif from the 1959 station.

Staff workstations were also repositioned after the reconstruction. Sandul writes of a control post on the platform and CCTV equipment for monitoring boarding in place of the usual mirrors; in an interview, Gaev confirmed that the passenger area could be seen from the station duty officer’s room. In an article about the station’s closure, this is more than an incidental interior detail: the designers were restoring the hall’s primary function in a space where trains had merely passed by for two decades. The layout had to account for the new tracks, platform visibility and the staff’s daily work.

The right-bank entrance hall, described in the 2002 magazine article, gained an entrance from the lower level of Andreevskaya Embankment and a separate entrance further up the slope. This upper passage should not be confused with the long gallery leading to Kosygina Street, which was still closed in December 2002. The report on the station’s reopening shows that passengers could already access the bridge, although the escalator link up the slope was not yet operating. The later restoration of the gallery completed a different connection within the same district.

The published dimensions cover different parts of the structure. The builders’ brochure gave a length of 2,030 m for the entire bridge crossing, including its approach viaducts. In 2000, a newspaper estimated the old platform hall, including its passageways, at around 270 metres, while Sandul’s 2002 publication gave 530 metres for the new complex, including the entrance hall. These figures cannot be subtracted from one another to calculate the ‘platform extension’: the authors included different parts of the structure in their measurements. Sandul did, however, directly compare the width of the new station with the old one — it had increased by four metres.

Why did the escalator gallery only reopen in 2022?

The escalator gallery at Vorobyovy Gory carried passengers from the lower level near the Metro up to Kosygina Street. It opened on 23 July 1959, six months after the station. The transport portal dates the escalator link’s withdrawal from service to 1983 and attributes its unsafe condition to ground movement and cracking. The museum’s account reports that the escalator link continued to operate for some time after the station closed; the sources do not give the exact date when it stopped. The two structures required different technical solutions: rebuilding the bridge’s load-bearing structures and stabilising the slope.

When the station reopened in December 2002, the escalator link to Kosygina Street remained closed. Plans to restore the gallery emerged in the 1990s and 2000s, but work began only in 2020, following engineering surveys. This explains the different timescales: the passenger platform was out of service for around 19 years, the gallery for around four decades.

Why did the gallery have to be almost entirely rebuilt?

The original escalator link had its own architects. An official article from Moscow Transport names Nina Alyoshina and Alexander Strelkov. Their structure addressed a task that the bridge alone could not fulfil: carrying passengers up the steep slope from river level to Kosygina Street. The separate gallery depended on the condition of the ground, not just on whether the station tracks were in working order. Its cracks and displacement therefore required a different engineering response.

In preparation for the restoration, the old foundation was completely dismantled. The Metro’s announcement of 15 October 2022 describes preliminary geotechnical investigations and the installation of sensors to monitor the ground. According to the transport portal, the slope was reinforced with more than 670 soil nails, each between 30 and 36 metres long. In this system, a soil nail holds the ground mass in place; the glazing and escalators were installed above the stable base prepared beforehand. This sequence explains why simply restarting the old escalator mechanism could not have restored the link up the slope.

The new gallery was fitted with three escalators, each 68 metres long, and spans a vertical rise of 34 metres, Moscow Transport reported. These figures describe the dimensions of the separate escalator link and say nothing about the Metro bridge’s position above the river. More than a thousand square metres of glazing were used in the structure. Its purpose for passengers remained the same — to connect the lower and upper levels of Vorobyovy Gory — but the foundation and slope-monitoring systems belong to the 21st-century restoration.

An announcement from the Moscow Metro dated 23 December 2022 reports the gallery’s opening. The escalator link was returned to passengers around twenty years after the station resumed operation.

How can you trace the history of the crossing on site?

On the Luzhnetsky Metro Bridge, the road runs above the Metro tracks, while the station occupies the lower deck over the Moskva River. Both levels of the crossing are visible from the riverbank. Its outward appearance cannot reveal the condition of the arch ties, but the station’s position helps explain why trains continued to cross the river after the platform closed and why repairs required the bridge to be rebuilt.

Old and new images can help verify the visible part of this history. A photograph from the late 1950s reveals the character of the original glazing and the simple finishes; a photograph taken after 2002 shows granite, marble and a different ceiling design. A platform photograph cannot establish the condition of an arch tie or how the rails are supported: those conclusions are substantiated by the technical review, not by similarities between the façades. Distinguishing between these sources is especially important when the modern hall is called ‘the same’ simply because trains once again stop above the river.

The reconstruction restored the stop on the same stretch of the line, but the rails received a new support system, and the platform acquired a different geometry and finishes. The nineteen years refer to the period when passengers could not board at the station; bypass tracks kept trains running for most of that time, while the gallery was restored as a separate project almost twenty years after the station reopened.

In the sample itinerary Moscow sightseeing tour by car after Novodevichy Convent, the car crosses the Metro Bridge and stops at Vorobyovy Gory; the Moscow history tour offers an opportunity to relate the positions of the river, the slope and the two-level crossing to the reasons for the platform’s closure. The itinerary details depend on traffic conditions and guests’ preferences; a visit inside the station hall is not listed in the programme.

Sources

1. Vorobyovy Gory station — metro.ru reference guide
2. History of Luzhniki Park — Moscow Sport
3. The ups and downs of Vorobyovy Gory — Moscow Transport Museum
4. Restoration of the escalator gallery at Vorobyovy Gory — Unified Transport Portal
5. We have restored the escalator gallery at Vorobyovy Gory to Moscow — Moscow Transport
6. Private Moscow sightseeing tour by car — Radius
7. Demonstration construction of a double-deck metro bridge across the Moskva River at Luzhniki — E. A. Mamaeva, A. P. Gretsov, 1958
8. Experience in Strengthening and Reconstructing Bridges over the Moskva River — S. V. Volnov, DOROGI No. 109, 2023
9. Metro Bridge Partially Opens — Kommersant, 2 September 2000
10. Interview with Dmitry Gaev — Vechernyaya Moskva, 9 December 2002
11. Ground Monitoring Sensors Installed at the Escalator Gallery — Moscow Metro, 15 October 2022
12. Escalator Gallery Reopens — Moscow Metro, 23 December 2022
13. ‘Vorobyovy Gory’ Station — G. M. Sandul, ‘Metro and Tunnels’, No. 6, 2002
14. ‘Vorobyovy Gory’ Metro Station — Metrogiprotrans project profile on Archi.ru
15. The Hot July of 2002 — ‘Metrostroevets’, No. 27, 19 July 2002