Schierstein Bridge
Encyclopedia
The Schierstein Bridge is 1282 metres (4,206 ft) long, four-lane highway bridge in Germany. It carries Bundesautobahn 643
over the Rhine River between Mainz-Mombach, Rhineland-Palatinate
and Wiesbaden-Schierstein
, Hesse
(Rhine kilometrage 504.45). Crossing two arms of the Rhine and the intervening island of Rettbergsaue
, the bridge is made of six individual structures, including 100 m (328.1 ft) from prestressed concrete
. It was built between 1959 to 1962.
The Schierstein Bridge is located about 5.8 km (3.6 mi) downstream of the Theodor Heuss Bridge
. Together with the Theodor Heuss Bridge and the A 60 bridge, it is one of three road bridges across the Rhine at Mainz
. It is the last bridge over the Middle Rhine
for 80 kilometres (49.7 mi) downstream, before the Südbrücke in Koblenz
.
) on the right bank and Bundesstraße 9 (now Landstraße 419) on the left bank through a crossing of the Rhine north of Mainz. The bridge was also necessary to create a traffic ring in the Mainz-Wiesbaden area to better handle traffic coming from Frankfurt
and Darmstadt
. This ring, consisting of the A 643, A 66, A 671
and A 60, also included a second Rhine bridge south of Mainz.
The selected route of the Schierstein Bridge required the crossing of five specific areas: the Schierstein floodplain, the Schierstein arm of the Rhine, Rettbergsaue Island, the Mombach arm of the Rhine, and the Mombach floodplain. The designers wanted to create one bridge with a uniform aesthetic design in spite of the diversity of different spans required to be constructed.
In response to a free invitation, three designs were submitted to the official authorities. The designs included a steel construction with a lightweight steel deck, a composite concrete and steel construction, and a pre-stressed concrete design. Detailed investigations of the submissions showed the best solution was a combination of the three variants.
The production of sub-units of the superstructure and their assembly into larger units were made in large part in the workshop. Large on-site cranes were then used to place them and their assembly was successfully completed. The entire steel structure was delivered to the site by water from Düsseldorf
on a rented boat and installed.
nature reserve), about one kilometer beyond the Mainz-Mombach interchange. This required an elevated bridge structure (the Hochstraße Lenneberg), with 31 piers, spanning the Mombach floodplain.
This also means that the Mombach interchange is one of the few that lie on a bridge. The bridge was originally designed to accommodate a highway to be built through the interchange, so very short acceleration and deceleration lanes were built there. Several street lights were installed to illuminate the junction, but, for cost reasons, these remain dark today. Also, two traffic control systems at the Mombach interchange have been out of operation since the late 1980s.
In addition, the bridge between the Mombach and Gonsenheim interchanges has no hard shoulder. With about 80,000 vehicles using the bridge per day, a traffic accident or car breakdown inevitably leads to immediate traffic jams.
The Schierstein Bridge has a total (railing to railing) width of 25.5 m (83.7 ft) and a road width of 20 m (65.6 ft). The cross-section includes two traffic lanes, an emergency lane, and a combined bike- and walkway on each side. Two spiral staircases allow access for pedestrians and cyclists on the left and right side of the bridge, directly over the summer dam of the Rhine. There is also a staircase to the Rettbergsaue in the center of the river on the upstream (east) side of the bridge.
An impressive landmark on the deck of the bridge marks where the bridge crosses the middle of the left arm of Rhine - the border between Rhineland-Palatinate and Hesse. The monument, with the coat of arms of both states, was produced by Raimund Eser in 1961. It was donated by the William Dyckerhoff Institute of Wiesbaden.
All six structures have a common deck for both carriageways. Structures 1 and 2, and Structures 3 through 5, are longitudinally coupled.
The abutments and land supports were built as single columns with a circular cross-section and founded on footings. The river piers have a rounded rectangular cross-section and were founded on caissons.
These were carried out between 1997 and 2000 at a cost of 21 million euros. The repair work was carried out in three stages. In Stage 1, the entire deck sealing, pavement, and walking/cycling paths were completely renewed. The areas of the road surface with chloride damage were removed. The upper 4 to 6 cm of the surface was replaced and a new waterproofing system installed. Subsequently, an asphalt surface was laid.
In the second stage, the bearings of Structures 1 through 5 were repaired. The heavily-polluted roller bearings were completely replaced. The needle bearings (compact roller bearings) were opened and cleaned and the abrasive contact surfaces were reground. The bearings were then greased and closed again.
In the third stage, the sidewalks in the steel bridge area were replaced. Also the existing 1.00 m high aluminum railings without ropes were replaced with 1.20 m high steel railings with ropes in order to satisfy current safety codes. The old rubber seals on the expansion joints were also replaced.
Because of the poor condition of the structure, the speed limit was reduced from 100 km/h to 80 km/h in late 2006 to reduce vibrations on the bridge. In spring 2007, it was again lowered to 60 km/h, between the Mombach and Äppelallee interchanges. Since that time, the same speed limit has been applied to the entire bridge. Since September 19, 2008, the speed limit is monitored by a fixed speed cameras on the southbound side and by frequent mobile radar stations on the other.
nature reserve, an important source of food for the area’s white stork
s.
A design competition was held for the new bridge. In December 2007, it was announced that the competition was won by a joint-venture of the engineering firm Grontmij BGS and the architectural firm of Ferdinand Heide. The design calls for continuous partially-arched box-section girders for the new 1285 m long bridge. According to plan, the first bridge would be completed by 2015 and the second by 2018. The project, including the new bridge and the expansion of the A 643 to six lanes to Mainz Triangle, is expected to cost 250 million euros.
Bundesautobahn 643
is a short autobahn in Germany. The long motorway crosses the Rhine River, connecting the cities of Wiesbaden and Mainz, the capital cities of the federal states of Hesse and Rhineland-Palatinate, respectively...
over the Rhine River between Mainz-Mombach, Rhineland-Palatinate
Rhineland-Palatinate
Rhineland-Palatinate is one of the 16 states of the Federal Republic of Germany. It has an area of and about four million inhabitants. The capital is Mainz. English speakers also commonly refer to the state by its German name, Rheinland-Pfalz ....
and Wiesbaden-Schierstein
Wiesbaden-Schierstein
Schierstein is a southwestern borough of Wiesbaden, capital of state of Hesse, Germany. First mentioned in historical records in 860, Schierstein was incorporated into Wiesbaden in 1926. Today the borough has about 10,000 residents...
, Hesse
Hesse
Hesse or Hessia is both a cultural region of Germany and the name of an individual German state.* The cultural region of Hesse includes both the State of Hesse and the area known as Rhenish Hesse in the neighbouring Rhineland-Palatinate state...
(Rhine kilometrage 504.45). Crossing two arms of the Rhine and the intervening island of Rettbergsaue
Rettbergsaue
The Rettbergsaue is a natural island in the Rhine River at Wiesbaden, Germany. It is situated between the main channel of the Rhine to the north and a smaller channel, the Wachsbleicharm, in the south...
, the bridge is made of six individual structures, including 100 m (328.1 ft) from prestressed concrete
Prestressed concrete
Prestressed concrete is a method for overcoming concrete's natural weakness in tension. It can be used to produce beams, floors or bridges with a longer span than is practical with ordinary reinforced concrete...
. It was built between 1959 to 1962.
The Schierstein Bridge is located about 5.8 km (3.6 mi) downstream of the Theodor Heuss Bridge
Theodor Heuss Bridge (Mainz-Wiesbaden)
The Theodor Heuss Bridge is an arch bridge over the Rhine River connecting the Mainz-Kastel district of Wiesbaden, capital of state Hesse and the Rhineland-Palatinate state capital Mainz. The main span of the bridge is long. It connects the Bundesstraßes 40 and 455...
. Together with the Theodor Heuss Bridge and the A 60 bridge, it is one of three road bridges across the Rhine at Mainz
Mainz
Mainz under the Holy Roman Empire, and previously was a Roman fort city which commanded the west bank of the Rhine and formed part of the northernmost frontier of the Roman Empire...
. It is the last bridge over the Middle Rhine
Middle Rhine
Between Bingen and Bonn, Germany, the Rhine River flows as the Middle Rhine through the Rhine Gorge, a formation created by erosion, which happened at about the same rate as an uplift in the region, leaving the river at about its original level, and the surrounding lands raised...
for 80 kilometres (49.7 mi) downstream, before the Südbrücke in Koblenz
Koblenz
Koblenz is a German city situated on both banks of the Rhine at its confluence with the Moselle, where the Deutsches Eck and its monument are situated.As Koblenz was one of the military posts established by Drusus about 8 BC, the...
.
History
At the end of the 1950s and early 1960s, the states of Hesse and Rhineland-Palatinate began an extensive road construction program to further the development of the Rhine-Main Region. Planners recognized a need for a connection between the former Rhine-Main Expressway (Rhein-Main Schnellweg, now Bundesautobahn 66Bundesautobahn 66
is an autobahn in southwestern Germany. It connects the Taunus to Fulda, passing close to Frankfurt am Main. The first part of the autobahn between Wiesbaden and the Nordwestkreuz Frankfurt, was opened as early as 1934, then called the Rhein-Main-Schnellweg. It became an autobahn in 1965.The...
) on the right bank and Bundesstraße 9 (now Landstraße 419) on the left bank through a crossing of the Rhine north of Mainz. The bridge was also necessary to create a traffic ring in the Mainz-Wiesbaden area to better handle traffic coming from Frankfurt
Frankfurt
Frankfurt am Main , commonly known simply as Frankfurt, is the largest city in the German state of Hesse and the fifth-largest city in Germany, with a 2010 population of 688,249. The urban area had an estimated population of 2,300,000 in 2010...
and Darmstadt
Darmstadt
Darmstadt is a city in the Bundesland of Hesse in Germany, located in the southern part of the Rhine Main Area.The sandy soils in the Darmstadt area, ill-suited for agriculture in times before industrial fertilisation, prevented any larger settlement from developing, until the city became the seat...
. This ring, consisting of the A 643, A 66, A 671
Bundesautobahn 671
is an autobahn in the federal state of Hesse, Germany. It begins as a continuation of Mainzer Straße in Wiesbaden from its junction with A 66 and connects the center of the Hessian capital city with A 60.- Exit list :...
and A 60, also included a second Rhine bridge south of Mainz.
The selected route of the Schierstein Bridge required the crossing of five specific areas: the Schierstein floodplain, the Schierstein arm of the Rhine, Rettbergsaue Island, the Mombach arm of the Rhine, and the Mombach floodplain. The designers wanted to create one bridge with a uniform aesthetic design in spite of the diversity of different spans required to be constructed.
In response to a free invitation, three designs were submitted to the official authorities. The designs included a steel construction with a lightweight steel deck, a composite concrete and steel construction, and a pre-stressed concrete design. Detailed investigations of the submissions showed the best solution was a combination of the three variants.
The production of sub-units of the superstructure and their assembly into larger units were made in large part in the workshop. Large on-site cranes were then used to place them and their assembly was successfully completed. The entire steel structure was delivered to the site by water from Düsseldorf
Düsseldorf
Düsseldorf is the capital city of the German state of North Rhine-Westphalia and centre of the Rhine-Ruhr metropolitan region.Düsseldorf is an important international business and financial centre and renowned for its fashion and trade fairs. Located centrally within the European Megalopolis, the...
on a rented boat and installed.
General description
The Schierstein Bridge begins shortly after the Wiesbaden-Äppelallee interchange on the Hessian side of the Rhine. In order to deal with the elevation differential between the two sides of the river, the abutment on the Rhineland-Palatinate side was situated at the level of the highest terrace in Mainz-Gonsenheim (near the Mainz Sand DunesMainz Sand Dunes
The Mainz Sand Dunes are a small geological and botanical supra-region and important nature preserve in Mainz, Germany. Within this protected area rare plants and animals can be found...
nature reserve), about one kilometer beyond the Mainz-Mombach interchange. This required an elevated bridge structure (the Hochstraße Lenneberg), with 31 piers, spanning the Mombach floodplain.
This also means that the Mombach interchange is one of the few that lie on a bridge. The bridge was originally designed to accommodate a highway to be built through the interchange, so very short acceleration and deceleration lanes were built there. Several street lights were installed to illuminate the junction, but, for cost reasons, these remain dark today. Also, two traffic control systems at the Mombach interchange have been out of operation since the late 1980s.
In addition, the bridge between the Mombach and Gonsenheim interchanges has no hard shoulder. With about 80,000 vehicles using the bridge per day, a traffic accident or car breakdown inevitably leads to immediate traffic jams.
The Schierstein Bridge has a total (railing to railing) width of 25.5 m (83.7 ft) and a road width of 20 m (65.6 ft). The cross-section includes two traffic lanes, an emergency lane, and a combined bike- and walkway on each side. Two spiral staircases allow access for pedestrians and cyclists on the left and right side of the bridge, directly over the summer dam of the Rhine. There is also a staircase to the Rettbergsaue in the center of the river on the upstream (east) side of the bridge.
An impressive landmark on the deck of the bridge marks where the bridge crosses the middle of the left arm of Rhine - the border between Rhineland-Palatinate and Hesse. The monument, with the coat of arms of both states, was produced by Raimund Eser in 1961. It was donated by the William Dyckerhoff Institute of Wiesbaden.
Technical data
The Schierstein Bridge consists of six individual bridges.- From the south end, the first structure spans the Mainz-Mombach floodplain. It is a composite steel bridge with two spans with lengths of 46.4 m and 52.2 m, for a total length of 98.6 m. It is composed of longitudinal plate girders and crosswise trusses with a prestressed-concrete bridge deck.
- The next structure is the small river bridge, spanning the left arm of the Rhine. It is an arched steel bridge with three spans of 70 m, 170 m, and 70 m, for a total length of 310 m. It has an orthotropic steel bridge deck supported by haunched longitudinal plate girders and crosswise trusses.
- Structure 3 is the Rettbergsaue Island bridge, with three spans of 70 m each, for a total length of 210 m. It is composed of constant-height longitudinal plate girders and crosswise trusses with a prestressed-concrete bridge deck.
- The fourth structure is the large river bridge, spanning the left arm of the Rhine. It is a steel bridge with an orthotropic steel bridge deck supported by haunched longitudinal plate girders and crosswise trusses. Its cross-section is identical to that of the small river bridge. It has three spans of 85 m, 205 m, and 85 m for a total length of 375 m. The 205-m span is the largest of the entire Schierstein Bridge.
- Structure 5 is the bridge spanning the Schierstein floodplain. It is composite bridge with a constant height and a composition like that of Structures 1 and 3. It has three spans of approximately 70 m, 60 m, and 55 m, for a total length of 185 m.
- After a 4.39-meter wide pillar separating Structures 5 and 6, comes finally a prestressed concrete box-girder bridge with 3 spans of 32.88 m each, for a total length of 98.64 m. The deck is also preloaded in the transverse direction.
All six structures have a common deck for both carriageways. Structures 1 and 2, and Structures 3 through 5, are longitudinally coupled.
The abutments and land supports were built as single columns with a circular cross-section and founded on footings. The river piers have a rounded rectangular cross-section and were founded on caissons.
Jurisdiction
Since most of the Schiersteiner Bridge is in Hesse, and the smaller part in Rhineland-Palatinate, it was decided through arrangements between the two states that the Hessian administration would alone be responsible for its maintenance. Similarly, the Rhineland-Palatinate agency is solely responsible for the Weisenauer Bridge (A 60). This is also confirmed by the respective names of the bridges: Schierstein is a borough of Wiesbaden and Weisenau part of Mainz.Renovation
Over the years, the bridge has had to handle an ever-increasing traffic load, but, with the exception of re-painting, conservation measures were not carried out. In 1995, testing indicated that there had been extensive damage to the bridge, primarily from corrosion. It was concentrated mainly the areas of transition between structures and expansion joints, where water was able to infiltrate. Surface cracks and damaged areas of the deck sealing also allowed localized high chloride stress in the concrete. Although the viability and stability of the bridge were only partially affected, urgent repairs were needed to ensure its continued usability and durability.These were carried out between 1997 and 2000 at a cost of 21 million euros. The repair work was carried out in three stages. In Stage 1, the entire deck sealing, pavement, and walking/cycling paths were completely renewed. The areas of the road surface with chloride damage were removed. The upper 4 to 6 cm of the surface was replaced and a new waterproofing system installed. Subsequently, an asphalt surface was laid.
In the second stage, the bearings of Structures 1 through 5 were repaired. The heavily-polluted roller bearings were completely replaced. The needle bearings (compact roller bearings) were opened and cleaned and the abrasive contact surfaces were reground. The bearings were then greased and closed again.
In the third stage, the sidewalks in the steel bridge area were replaced. Also the existing 1.00 m high aluminum railings without ropes were replaced with 1.20 m high steel railings with ropes in order to satisfy current safety codes. The old rubber seals on the expansion joints were also replaced.
Continuing maintenance problems
A report in 2006 concluded that the bridge was no longer be repairable and could only be used until 2015 It also recommended that the bridge be inspected on a quarterly basis (normally bridges in Germany undergo a simple review every three years and a major review every six years). A replacement for the Schiersteiner bridge is being planned.Because of the poor condition of the structure, the speed limit was reduced from 100 km/h to 80 km/h in late 2006 to reduce vibrations on the bridge. In spring 2007, it was again lowered to 60 km/h, between the Mombach and Äppelallee interchanges. Since that time, the same speed limit has been applied to the entire bridge. Since September 19, 2008, the speed limit is monitored by a fixed speed cameras on the southbound side and by frequent mobile radar stations on the other.
Proposed new construction
Under current plans, a new three-lane bridge will be built downstream and parallel to the existing bridge between the Äppelallee and Gonsenheim interchanges. The Mombach interchange will likewise be connected. After the completion of the "New Schiersteiner Bridge", the old bridge will be demolished. Its pillars will remain and will support another three-lane bridge. The plans are required to include protection of the Mainz Sand DunesMainz Sand Dunes
The Mainz Sand Dunes are a small geological and botanical supra-region and important nature preserve in Mainz, Germany. Within this protected area rare plants and animals can be found...
nature reserve, an important source of food for the area’s white stork
White Stork
The White Stork is a large bird in the stork family Ciconiidae. Its plumage is mainly white, with black on its wings. Adults have long red legs and long pointed red beaks, and measure on average from beak tip to end of tail, with a wingspan...
s.
A design competition was held for the new bridge. In December 2007, it was announced that the competition was won by a joint-venture of the engineering firm Grontmij BGS and the architectural firm of Ferdinand Heide. The design calls for continuous partially-arched box-section girders for the new 1285 m long bridge. According to plan, the first bridge would be completed by 2015 and the second by 2018. The project, including the new bridge and the expansion of the A 643 to six lanes to Mainz Triangle, is expected to cost 250 million euros.
Source
This article incorporates text translated from the corresponding German Wikipedia article as of 2009-01-07.External links
- Schierstein Bridge official website, Hessisches Landesamt für Straßen- und Verkehrswesen (Hesse Department of Roads and Transportation)
- Structurae database entry