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I-74 Bridge

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A through arch bridge , also known as a through-type arch bridge , is a bridge that is made from materials such as steel or reinforced concrete, in which the base of an arch structure is below the deck but the top rises above it. It can either be lower bearing or mid-bearing . Thus, the deck is within the arch, and cables or beams that are in tension suspend the central part of the deck from the arch.

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35-799: The Interstate 74 Bridge , officially known as the Iowa-Illinois Memorial Bridge , and often called The Twin Bridges , or the I-74 Bridge , are basket-handle, through arch twin bridges that carry Interstate 74 across the Mississippi River and connect Bettendorf, Iowa , and Moline, Illinois . It is located near the geographic center of the Quad Cities . They replace two suspension bridges opened to traffic in 1935 and 1959, both of which had become obsolete by

70-643: A bridge as a business venture. Bettendorf died in 1910 and the momentum to build the bridge died with him. Before the first span was built, the only bridge in the Tri Cities was the Government Bridge between Rock Island, Illinois , and Davenport, Iowa . William P. Bettendorf , founder of the Bettendorf Company and namesake for the city of Bettendorf, began planning a toll bridge between Bettendorf and Moline in 1907. The year before,

105-686: A tour at the base of the bridge in Bettendorf in May 2012, U.S. Transportation Secretary Ray LaHood said that, in comparison with other bridges that he has seen in other states, the I-74 Bridge is one of the worst he's seen. Because of this, The I-74 Corridor Study was completed to study replacing the old spans with larger ones that had 4 lanes each. The study claimed that the I-74 Bridge project would spur economic growth, create construction jobs, reduce traffic backups, and improve air quality. Funding for

140-518: Is constructed in place or lifted into position. In some cases, this type of arch has been created by constructing cantilevers from each side, with the shoreside ends bolted securely down into heavy piers. The incomplete channel ends are then constructed toward each other and either filled by construction or by lifting a prefabricated center section. This type of construction was used in the Sydney Harbour Bridge illustrated above, with

175-399: Is not practical to support the arch from beneath during construction. In modern construction, temporary towers are erected and supported by cables anchored in the ground. Temporary cables fly from each side to support arch segments as they are constructed. When the arches are almost complete a jacking bridge is placed over or beneath the gap to force the arches apart, whence the final section

210-975: The Chaotianmen Bridge in China, the world's longest through arch bridge; Tyne Bridge of Newcastle upon Tyne ; the Bayonne Bridge that connects New York City to New Jersey , which is longer than the Sydney Harbour Bridge; the Ahwaz White Bridge ; the Bourne Bridge and Sagamore Bridge , smaller, near-twin bridges over the Cape Cod Canal ; the Pennybacker Bridge in Austin , Texas and as

245-583: The Great war . In 1965, plans to purchase the bridge were made by the US government, who wanted to route I-74 over them. The Davenport Bridge commission had hoped that the Government would have let them continue charging tolls on the bridge, however, they did not, and a deal was struck that when enough toll money was collected, the bridge would be rehabilitated and reconstructed to interstate standards. When this goal

280-676: The Hernando de Soto Bridge in Memphis, Tennessee . Wylam Railway Bridge is an early through arch bridge upstream of the Tyne Bridge. The through arch bridge usually consists of two ribs, although there are examples like the Hulme Arch Bridge of through arches with a single rib. When the two arches are built in parallel planes, the structure is a parallel rib arch bridge. When the two arch ribs lean together and shorten

315-622: The United States Congress passed a law allowing private citizens to build a bridge as a business venture Bettendorf died on June 3, 1910. In 1931, the city of Davenport along with a group of local businessmen formed the Davenport Bridge Commission to construct the new bridge. Moline refused to grant the franchise for the bridge and the early years of the Great Depression made it difficult for

350-469: The patterns of that part of the city were altered to increase the flow of the ever increasing traffic. The upstream span, the older of the two, reopened to westbound traffic on July 1, 1960. On January 20, 1961, the new span was dedicated, its plaque laid on the same pedestal as the original 1935 spans, which had been relocated to sit near the new span. Unlike the first span, the second Iowa and Illinois soldiers to those who died in all wars, as opposed to only

385-429: The 1990s. Before the first span was built, the only bridge in the Tri Cities was the Government Bridge between Rock Island, Illinois , and Davenport, Iowa . William P. Bettendorf , founder of the Bettendorf Company and namesake for the city of Bettendorf, began planning a toll bridge between Bettendorf and Moline in 1907. The year before, the United States Congress passed a law allowing private citizens to build

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420-563: The Iowa bound bridges superstructure had been fully removed, its steel was then sold as scrap metal. On August 27, 2023, the Iowa bound trusses were also blasted, in addition to the implosion of the Illinois bound piers . The third detonation occurred on October 15, with the Iowa bound piers being imploded. The fourth and final implosion occurred in the early hours of February 18, 2024, with the Illinois sides anchorage being impolded. One of each of

455-715: The Quad Cities and the Bi-State Regional Commission agreed. The other two Interstate bridges were up to Interstate standards, while the Interstate 74 Bridge was functionally obsolete and not built to Interstate standards, as both of them predated I-74's routing through the area. Each span had two narrow lanes, no shoulder, and a 50-mile-per-hour (80 km/h) speed limit. Additionally, by the 2010s, both bridge's had become structurally deficient, requiring constant maintenance to keep in service. While on

490-525: The arch bridge was completed by CH2M Hill and Boston-based bridge designer Miguel Rosales from Rosales + Partners. Final design was completed by Modjeski and Masters in association with Alfred Benesch & Company. The portion of the bridge spanning the Mississippi River was estimated at more than $ 700 million, while the project as a whole, including all approach routes and connectors, was estimated at $ 1.2 billion. A ground-breaking ceremony for

525-464: The bridge began on July 1, 1958. It was to be constructed as close as possible to the existing span, this was done to avoid demolishing more historic buildings than necessary. By February 1959, the suspender ropes had been completed, and construction of the superstructure commenced. The bridge was completed in November 1959, and put into service on December 22 that year. Money from tolls paid for most of

560-521: The businessmen to finance it on their own without the city's help. In 1927, the idea of this bridge was revived after After several setbacks because of design and location issues, bonds were issued for the building of this new bridge in February 1934. Construction of the bridge began on July 1 of that year. It was designed by engineer Ralph Modjeski . With finishing touches being completed on November 16. The bridge opened on November 18, and tolling began

595-488: The closure of one span at a time. Completion of the project was delayed due to funding issues caused by the Vietnam War . The Bridges were reopened on November 26, 1974, and I-74 was finally routed over the bridges by December 10, 1975, at which point Iowa DOT and Illinois DOT took control of the bridge. Also around this time, the plaque was relocated again to sit next to the 1935 span once more. Im=n addition, its pedestal

630-499: The construction of the new bridge had been earmarked for $ 22 million in 2017 and $ 50 million in 2018. Former Illinois Governor Pat Quinn said the state is committed to bridge improvements to help traffic flow and "boost economic growth in the region". By 2012, the Illinois Department of Transportation budgeted more than $ 34 million for engineering, design, and land acquisition for the new bridge. The conceptual design of

665-425: The cost of building long approach embankments may be considerable. Further issues are the foundations for the bridge. Arch bridges generate large side thrusts on their footings and so may require a solid bedrock foundation. Flattening the arch shape to avoid the humpback problem, such as for Brunel's Maidenhead bridge , increases this side thrust. It is often impossible to achieve a flat enough arch, simply owing to

700-405: The deck from the arch by tension rods, chains or cables and allow a gap in the arch, so the deck can pass through it. The first of these in particular cannot be achieved with masonry construction and requires wrought iron or steel. The use of a through arch does not change the proportions or size of the arch: a large span will still require a tall arch, although this can now reach any height above

735-623: The deck without obstructing traffic. The arch may also reach downwards at its sides, to either reach strong foundations or to place the roadway at a convenient height for spanning a deep valley from a plateau above. The Tyne Bridge demonstrates both of these advantages. A well-known example of this type is the Sydney Harbour Bridge in Australia, which is based on the Hell Gate Bridge in New York City . Other bridges include

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770-491: The deliberate tension member that is the key to a tied-arch. Although visually similar, tied- and untied- through-arch bridges are quite distinct structurally and are unrelated in how they distribute their loads. In particular, cast iron bridges such as the Stanley Ferry Aqueduct may resemble tied-arch bridges, but as cast iron is weak in tension they are not structurally a tied arch. In some locations it

805-408: The distance between the arches near the top, the span is a basket handle arch bridge. Many tied-arch bridges are also through-arch bridges. As well as tying the side-loads of the arch, the tension member is also at a convenient height to form the bridge deck, as for a through-arch. The converse is not true: through-arch bridges do not imply that they are tied-arch bridges, unless they also provide

840-429: The feasibility of constructing a second twin span. At the cmopletion of these studies, it was determined a second twin span would be the best opition. On July 16, 1952, a bill to construct this span was passed under the 82nd congress, the next day president Harry S. Truman signed the bill into law. While construction was supposed to start in 1956, bidding for a contractor did not start until May 6, 1958. Groundbreaking for

875-525: The last approach viaducts was deemed mostly complete. The contract for deconstructing the suspension bridges was awarded in September 2022 to the Helm Group, the company who had a part in constructing the new viaducts in downtown Bettendorf. Because it would be taken down piece-by-piece, demolition of the old bridge was not expected to be completed until early 2024. On May 17, 2023, it was announced that

910-403: The limitations of the foundations – particularly in flat country. Historically, such bridges often became viaducts of multiple small arches. With the availability of iron or concrete as structural materials, it became possible to construct a through arch bridge : a bridge where the deck does not have to be carried over the top of the arch. This requires a structure that can both support

945-491: The new bridge was held on June 26, 2017. By 2019 construct on the new westbound span was long underway, however it required demolition of the existing eastbound viaduct in molline. The new bridge was expected to be completed in 2020. On November 13, 2020, the Iowa-bound side of the new bridge opened to motorists, the old bridges were then permanently closed, and construction on the new eastbound bridge commenced. The bridge

980-464: The new span. At this point, all traffic was routed onto the new bridge, and the original one was temporarily closed for a extensive reconstruction. New loop ramps were constructed on the Bettendorf approach to allow for increased traffic to more adequately cross the bridge. In Moline, land was cleared for a new approach that carried traffic to 19th Street and 3rd Street, the old approach had only carried traffic to 20th Street and 3rd Street. Because of this,

1015-447: The next day. Tolls were set at 15 cents for passenger vehicles and light trucks, 30 cents for heavy trucks, and 5 cents for pedestrians. At the end of World War II , traffic increased substantially on the bridge, prompting studies for a possible widening of the crossing to four lanes. This issue prompted the need to either widen the existing bridge or construct a second one. Because of this Mojeski and masters were called in 1951 to study

1050-408: The original piers was left in place at the back segment of the channel. Lights have been installed to reduce the likelihood of collision. Through arch bridge For a specific construction method, especially for masonry arches, the proportions of the arch remain similar no matter what the size: wider arches are thus required to be taller arches. For a semi-circular arch, the height is half of

1085-669: The span. Bridges across deep, narrow gorges can have their arch placed entirely beneath a flat roadway, but bridges in flatter country rise above their road approaches. A wide bridge may require an arch so tall as to become a significant obstacle and incline for the roadway. Small bridges can be hump-backed , but larger bridges such as the Old Bridge, Pontypridd may become so steep as to require steps, making their use for wheeled traffic difficult. Railways also find arched bridges difficult as they are even less tolerant of inclines. Where simple arched bridges are used for railways on flat terrain

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1120-494: The towers and cables on the Illinois-bound side of the old bridge would be demolished using explosive charges. The demolition would take place on a Sunday morning between June or July, though the exact date was not revealed. On June 18, 2023, the trusses of the deckless Illinois bound span were detonated with explosives, leaving only a small part of the bottom superstructure to be removed in a future demolition. By July 2023,

1155-539: Was memorialized to veterans of the Korean and Vietnam wars as well. Built for a daily crossing of 48,000 vehicles, in its later years the daily average grew to 80,000, making it by far the most traveled bridge in the Quad Cities. In 1994, the Illinois Department of Transportation had requested a study of bridges from the Fred Schwengel Memorial Bridge to Sergeant John F. Baker Jr. Bridge in

1190-508: Was met, the US government bought the bridges on December 31, 1969, and work began on the project in November 1971, with the removal of the toll plazas. After this word began on replacing the guardrails and removing the sidewalks from the westbound span, removing the toll plaza and toll offices, and demolishing the approaches and replacing them with new elevated ramps. The road capacity was temporarily restored to two lanes as reconstruction work required

1225-431: Was officially dedicated on December 1, 2021. Speakers included Congresswoman Cheri Bustos , Illinois Governor J. B. Pritzker and other state and local officials from both Illinois and Iowa. The second span for Illinois-bound traffic was opened the following evening. The pedestrian and bike path was opened on April 27, 2022. An elevator up to the walkway in Bettendorf has yet to be completed. On June 9, 2022, demolition of

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