Archive for the ‘State’ Category

East 238th Street Bridge

Crosses: Bronx River, Harlem and New Haven Metro-North tracks
Connects: Woodlawn and Wakefield, The Bronx [satellite map]
Carries: 4 vehicular lanes, 2 pedestrian sidewalks
Design: supported deck arch
Date opened: April 23, 1931

The East 238th Street Bridge is a concrete arch viaduct crossing the Bronx River and the Harlem and New Haven lines of Metro-North, connecting the Bronx neighborhoods of Wakefield and Woodlawn. On today’s maps, East 238th Street is called McLean Avenue in Woodlawn and Nereid Avenue in Wakefield.

Proposals and Delays

A bridge at either East 241st Street or East 238th Street was first proposed by the Public Service Commission in 1915, to eliminate a grade crossing of the New York Central and New York, New Haven and Hartford Railroads. The railroads, not wanting to foot the bill but under obligation to pay for grade eliminations, argued that since the proposed bridge would also cross the Bronx River, the Public Service Commission had no jurisdiction and the matter would have to be resolved by the U.S. Supreme Court. Arguments also persisted as to the location. In August of 1918, a crossing at 238th Street was approved by Commissioner Charles Bulkley Hubell, who found that the Public Service Commission did in fact have jurisdiction over the Bronx River and any bridge to be built there. The Bronx Parkway Commission put forth their opinions on aesthetics in the same year, stating that a bridge at either location needed to be a reinforced concrete arched viaduct, as a steel structure would “mar the beauty of the Parkway” (1918, p. 30). Still, no conclusions were reached.

On August 8, 1925, the Transit Commission ordered the railroads to build the bridge at East 238th Street, with the City of New York paying for the portions that did not cross the railroad tracks. However, the railroads continued to resist. An agreement was finally reached on February 2, 1927: the railroads would build two vehicular bridges at East 238th and East 241st Streets, with work on East 238th Street to start immediately.

“Immediately” turned out to be over two years later. Ground was broken by Mayor Walker on June 27, 1929. At the ceremony he talked about the importance of making Yonkers and Westchester County more easily accessible to vehicular traffic.

Construction

The Corbetta Concrete Corporation began construction on July 1, 1929. Corbetta used a 600-foot conveyor belt to place the structural concrete for the viaduct. This was the first successful use of the method, one that grew in popularity thereafter. The viaduct was originally estimated to cost $1,000,000, but wound up costing only $781,200. The completed bridge consists of ten arches built of 92,000 tons of material, is 822 feet long and 80 feet wide, and carries four vehicular lanes and a sidewalk on either side.

Opening

Albert Goldman, Commissioner of Plant and Structures, presided over the opening ceremony on April 23, 1931. A ribbon in the center of the viaduct was cut by Marion Corbetta, the eight-year-old daughter of Roger H. Corbetta, co-owner of the Corbetta Concrete Corporation. Ground-breaker Mayor Walker was unable to attend the ceremony.
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Macomb’s Dam Bridge

Crosses: Harlem River
Connects: Washington Heights, Manhattan and Grand Concourse, The Bronx [satellite map]
Carries: 4 vehicular lanes, 2 sidewalks
Design: swing
Date opened: May 1, 1895

Macomb’s Dam bridge crosses the Harlem River, connecting West 155th Street in Manhattan with Jerome Avenue in the Bronx, just west of Yankee Stadium.

The Dam

The story of Macomb’s Dam Bridge dates back to 1813 when Robert Macomb, a local businessman, sought permission from the state legislature to build a dam across the Harlem River near 155th Street in Manhattan. He intended to turn the portion of the river between there and a dam he owned near King’s Bridge on Spuyten Duyvil Creek into a mill pond. The legislature granted permission for the dam on January 10, 1814, with a stipulation that a lock or some other mechanism for naval passage be built into the structure. In late 1813, when it became apparent that Macomb would be given permission to build his dam, a group of fifty prominent citizens petitioned the city’s Common Council seeking authorization for a bridge to be built on top of the dam. The petition mentioned Macomb’s approval for the idea, and an agreement to allow Macomb to charge tolls for passage over the bridge, with half of the toll money going to the city to help educate the poor. The Common Council announced the completion of the bridge on July 8, 1816, and recommended that the city build new roads in the area, which at the time was largely undeveloped, to take advantage of the new crossing.

When the dam was built, Macomb had a small lock, about 7 feet by 7 feet wide, installed on the Westchester County (encompassing what is now the Bronx) side of the structure. However, for unknown reasons, it was filled in with stone sometime in the late 1820s. For a while it was still possible for very small boats to pass through the openings between the piers supporting the bridge deck at high tide, but the trip was extremely hazardous. Several deaths were recorded when boats either overturned or broke apart during the passage.

Local citizens who had previously used the shores of the river for shipping coal, produce, and other materials began to organize an opposition to the obstruction caused by the dam. Robert Macomb had gone out of business by this point, and the ownership of the dam had passed through a number of hands. Complaints filed with the owners of the dam went nowhere, and the group enlisted the help of a young Lewis G. Morris.

The Nonpareil

Morris was of the belief that the obstruction of river navigation was illegal, so he devised a meticulous plan to reopen the river to traffic. He collected sworn statements from locals who had lived on the river before the construction of the dam, describing sloops and schooners sailing up the river to deliver cargo. Several times in early 1838, Morris took sail boats smaller than those described by the locals up the river to the dam, keeping detailed logs of the date, time, and the conditions of the water during the trip. Each time he reached the dam, he requested passage from the bridge tender. Each time, the bridge tender would turn him away, precisely as Morris expected, as such passage was impossible. On the night of September 14, 1838, Morris arranged for a shipment of coal to be delivered from Jersey City on board a boat named the Nonpareil to a dock he had built north of the dam in preparation for the plan. When the Nonpareil, with Morris aboard, reached the dam, passage through the dam was requested. Once again, the bridge tender refused to allow Morris through. When he did so, a band of about 100 men that had accompanied the Nonpareil on the last leg of her journey in an assortment of skiffs and flatboats went at the dam with shovels, axes, and other tools, tearing down a large enough section of the dam to allow Morris’ boat to pass through. When it was found that the tidal flow through the new opening was still difficult to navigate at anything but slack tide, the group returned the next week and spent three days tearing down additional sections of the dam.

William Renwick, the owner of the dam at the time, was furious, and attempted to have Morris arrested for disturbing the peace. When that failed, Renwick sued Morris for damages incurred to his property. In the Superior Court, Morris presented in his defense the original charter for the dam with its stipulation to allow navigation and the evidence he had collected showing that navigation, while once possible, was no longer so on account of the dam owner’s refusal. The court ruled that Morris had done nothing wrong. Renwick appealed the decision, and the Court of Errors affirmed the earlier decision. The case then went to the New York Supreme Court, where Justice J. Cowen ruled that the dam owners “have been guilty of a public nuisance” by obstructing the river with the dam. Having succeeded with his plan, Morris continued to act as an advocate for navigation and the improvement of the Harlem River, playing a major part in the construction of the High Bridge to carry the Croton Aqueduct over the river, the creation of the Harlem River Ship Canal, and other projects.

Central Bridge

After the lengthy legal battle, the owners found themselves forced to maintain an opening in the dam. This arrangement worked for a while, but increasing traffic on the river caused many to call for the complete destruction of the dam, and to have it replaced with a proper movable bridge. On April 16, 1858, the City of New York and Westchester County were directed by the state legislature to remove the dam and build a free public bridge with a turntable opening, allowing navigation of the river at any time of the day. Lewis G. Morris and Charles Bathgate, a local landowner, were appointed as commissioners to direct the project. In 1861, Central Bridge, as it was named by the city, was completed.

Central Bridge was a wooden structure requiring frequent repairs. Large portions of the bridge had to be rebuilt entirely. The square swing frame was replaced by a wooden “A” frame in 1877. The wooden approach spans were replaced by iron spans in 1883. These repairs did not seem to help much, as an 1885 New York Times article showed. “They ought to keep it for clam wagons,” said Lawson N. Fuller, a local horse racer, “though no clam with any regard for himself would ever cross the bridge if he could help it” (A Patchwork of Wood). In October 1887, the city’s Board of Estimate and Apportionment, which controlled the city’s finances, balked at the estimated $60,000 needed to once again bring the bridge into a usable state of repair, and suggested that money would be better spent on a new bridge or a tunnel under the river. The tunnel idea was very popular with local residents who were tired of travel delays incurred by frequent bridge openings. The city elected to build a new bridge, however, and an Act of Legislature passed in 1890 authorized its construction.

Macomb’s Dam Bridge

Alfred P. Boller was chosen as the head engineer of the construction of the new bridge. Boller had a solid reputation as a structural engineer with an eye for aesthetics, which was apparent in the design he selected for the new bridge.

Macomb’s Dam Bridge is a swing bridge, with a span that rotates on a center pivot to make way for boat traffic on the river. The movable span is a 415-foot long Pratt through truss structure with a rectangular central tower adorned with decorative finials and top chords gracefully curving down to the deck with a concave profile. At the time of construction, the span was said to be the heaviest movable structure in the world. The piers that support the ends of the movable span when in the closed position are constructed of granite, with large archway openings on the bottom. On top of both ends of the piers are stone gate tender’s houses with red shingled pyramidal roofs.

The approach on the Manhattan side is composed of a V-shaped intersection, with Macombs Place, formerly Macomb’s Dam Road, on the south, and West 155th Street, carried on a large viaduct on the west. The 155th Street Viaduct was built at the same time as the bridge, and was also designed by Boller. It is 1600 feet long and about 61 feet feet wide. It is a steel structure, composed of deck girder spans carried on two parallel rows of steel columns across the valley from the heights above Harlem.

The approach on the Bronx side of the bridge is composed of two Warren deck truss spans on masonry piers, six steel girder spans installed between 1949 and 1951 with the construction of the Major Deegan Expressway, and most noticeably, a 221 foot camelback through truss carrying the roadway over the Metro-North tracks below.

Construction of the bridge began in 1892, and the old bridge was moved up the river to a set of temporary piers at 156th Street to act as an alternative crossing while the new bridge was being built. The swing span and Bronx approaches for the bridge were built by the Passaic Rolling Mill Company of Paterson, NJ. The 155th Street Viaduct was built by the Union Bridge Company of Athens, PA. The ornamental iron railings and stairways on the bridge and viaduct were made by Hecla Iron Works of Brooklyn.

The bridge opened to traffic on May 1, 1895. An announcement published in the next day’s New York Times said simply, “The new Macomb’s Dam Bridge, which crosses the Harlem River at One Hundred and Fifty-fifth Street, was opened at 9 o’clock yesterday morning. There was no particular ceremony” (New Macomb’s Dam Bridge Opened).

The official name for the new bridge was also Central Bridge, as indicated by the ornamental plaque that still exists on the western side of the swing span. That name, however, never fell into popular use, with almost all New Yorkers continuing to refer to it by its old name, Macomb’s Dam Bridge. Martin Gay, Bridge Commissioner for the city in the early 1900′s decried the Central Bridge name as being “meaningless” (1904, Harlem River Bridges). A resolution by the Board of Alderman officially renamed it as Macomb’s Dam Bridge on November 11, 1902.
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Carroll Street Bridge

Crosses: Gowanus Canal
Connects: Carroll Gardens and Park Slope, Brooklyn [satellite map]
Carries: 1 vehicular lane, 2 sidewalks
Design: retractile
Date opened: 1889

The Carroll Street Bridge is a retractile drawbridge that crosses the Gowanus Canal in the borough of Brooklyn. It is notable as the oldest surviving retractile bridge in the United States, with only three others still in existence: two non-operational draws in Boston, and one carrying Borden Avenue over Dutch Kills in the borough of Queens.

Planning and Construction

The bridge was built between 1888-1889 by the New Jersey Steel & Iron Company. It replaced a wooden swing bridge that had become so rotten over the years that city engineers were forced to close it in early 1887 to everything but pedestrian traffic, fearing it would collapse under anything heavier. The Brooklyn Common Council passed a resolution in July 1888 ordering that $1200 be allocated for the repair of the bridge. Brooklyn Mayor Alfred Chapin, following the advice of city engineers who felt that repairs would be useless on such a deteriorated structure, vetoed the resolution and instituted a tax levy that would raise $40,000 to pay for a replacement structure.

Plans for the new bridge were developed soon after. George Ingram and Robert Van Buren, engineers with the Department of City Works preferred a retractile bridge to replace the old swing span, as did local property owners. In September 1888 the old bridge was removed, and a public auction was announced for the sale of the superstructure. Construction of the new one was begun at the end of the year. It opened in September the following year, completed at a cost of $29,600.

Rehabilitation and Landmarking

By the 1980s, the bridge had fallen victim to the city’s deferred maintenance program. The Department of Transportation closed the bridge in 1985 after an inspection revealed multiple holes in the road deck, seriously corroded steel, and a broken operating mechanism. After a $1.5 million overhaul by city workers, the bridge was able to reopen to traffic just in time for the 100th anniversary of its initial opening in 1989.

As a retractile draw, the bridge opens by physically sliding out of the navigation channel on a set of three steel rails, pulled by an electrically operated pulley system. The moving portion of the bridge is a 107-foot long trapezoidal deck, supported in the middle by an iron post-and-truss frame that gives the superstructure the appearance of a suspension bridge. The operating controls for the bridge are located in a polygonal brick house on the west side of the site. The house was built during the bridge’s overhaul project of bricks salvaged from the demolition of the old operating house. One of the more interesting features of the bridge, a sign threatening a five dollar fine for anyone driving over the bridge faster than a walker’s pace, was also added during the overhaul.

The unique style of the this bridge gained it landmark status in 1987, with the Landmarks Preservation Commission citing its “rare and unusual” qualities. This designation is meant to preserve the historical nature of the bridge from being altered without the Commission’s approval.
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East 174th Street Bridge



Crosses: Bronx River
Connects: West Farms and Parkchester, The Bronx [satellite map]
Carries: 4 vehicular lanes, 2 sidewalks
Design: through truss
Date opened: June 15, 1928

The East 174th Street Bridge carries four lanes of vehicular traffic and two pedestrian sidewalks across the Bronx River and the railroad tracks of Amtrak and CSX in the West Farms section of the Bronx. It has a total length of 589 feet, with a main through truss span of 190 feet, and has a vertical clearance of 30.5 feet.

A bridge across the Bronx River at East 174th Street was in demand for years before it was built. In 1910, six tracks ran just east of the river, operated by the New York, New Haven and Hartford Railroad. That year, the railroad agreed to build bridges over all street crossings. A span was erected at East 174th Street, but only over the tracks. In subsequent years the New York, Westchester and Boston Railway also began using the tracks. Disputes between the railroads and the city over who should pay for the rest of the bridge ensued, and no river crossing or approaches to it were built. By 1918, the finishing of the bridge was considered long overdue, and Bronx property owners requested that the Public Service Commission build the bridge.

By 1925, due to efforts by the Bronx Board of Trade, a proposal for the bridge had been accepted, and plots of land around it started to be bought up. In January 1927, the Board of Estimate finally appropriated $340,000 for the construction of the bridge. Ground was broken on June 20, 1927 by Albert Goldman, Chairman of the Department of Plant and Structures. Bronx Borough President Henry Bruckner and Bronx Board of Trade President John M. Haffen were also there. The bridge opened a month ahead of schedule with a ceremony headed by Mayor Walker on June 15, 1928.


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Roosevelt Avenue Bridge



Crosses: Flushing River
Connects: Corona and Flushing, Queens [satellite map]
Carries: 4 vehicular lanes, 2 sidewalks, IRT 7 subway
Design: double-leaf bascule
Date opened: May 14, 1927

The Roosevelt Avenue Bridge is a double-deck, double-leaf bascule movable bridge over the Flushing River in northeastern Queens. It carries four lanes of Roosevelt Avenue and two sidewalks on its lower deck, and three tracks of the IRT Flushing / 7 train line of the New York City Subway on its top.

Planning

Surveying for the bridge began in 1913 as part of an extension of the Interborough Rapid Transit Company’s Woodside and Corona line. The original plan had the line mapped out between 42nd Street in Manhattan and Prime Street in Corona, with the extension reaching out to the village of Flushing, with a possible further extension to Little Neck at the city line. The line reached Corona in 1917, but United States involvement in World War I prevented further construction. Financial problems after the war delayed progress still until 1921, when city engineers began negotiations with the US War Department concerning what type of structure the city could build to cross the Flushing River. The War Department, which had jurisdiction over all navigable waterways and their crossings in the country at that time, denied a request by the city to be allowed to build a simple fixed bridge across the river on account of it being an obstruction to river traffic. A tunnel was briefly considered, but was decided against when cost estimates for it reached $2,500,000, more than the city was willing to pay. The War Department suggested the city build a bascule bridge, and officials relented.

Construction

Groundbreaking for the bridge was held on April 21, 1923 in a ceremony attended by Mayor John Hylan and Maurice E. Connolly, Borough President of Queens. Construction began soon after, though many delays occurred due to a recurring problem with the foundations of the bridge settling in the deep mud on the banks of the river. On May 14, 1927, the bridge was opened to pedestrians and a bus line was established between downtown Flushing and Willet’s Point Boulevard station, the temporary terminal of the line while the foundation issues were being resolved. Train service would not begin across the bridge until January 21, 1928, with a special train for city officials making the inaugural run from Time Square to the new station in Flushing. The extension to Little Neck has yet to be built.

The final cost of the bridge was $2,640,000, more than the estimated cost of a tunnel under the river, even when adjusted for inflation. Despite the additional cost the city was required to pay for a movable bridge, the need to keep the river open to navigation did not last long. When construction of Flushing Meadows Park was under way in 1939, park engineers realized a dam was needed to keep the tides of the East River from inundating the low-lying fields. The Long Island Railroad, which runs just a few hundred feet upriver from Roosevelt Avenue, agreed to replace the swing bridge they owned over the river with a combined embankment and tidal gate on top of which they would continue to operate their trains. With no docking facilities in place between the two structures, navigation of the Flushing River effectively ended at the Roosevelt Avenue bridge. In 1961, construction of the northern extension of the Van Wyck Expressway began, and the route of the highway was driven directly through the navigation channel of the bridge, supported over the river by concrete piers. The operating mechanisms and bridge tender’s controls were finally removed at that point, and the bridge has not opened since.

Design

The Roosevelt Avenue bridge was the largest trunnion bascule bridge in the world when it was completed. It was designed by Edward A. Byrne and Robert E. Hawley of the NYC Department of Plants and Structures, and built by the Arthur McMullen Company of New York. The channel of the river at the point of the bridge is only 70 feet wide, but because of the skew of the route over the river, the clearance between the bridge piers is 162 feet. Together, the lift leaves are 153 feet long, and each weighs approximately 4 million pounds, supported by a truss structure 25 feet 6 inches deep. The piers that support the leaves are of poured concrete construction, with granite blocks covering the facings exposed to the water. Each pier measures 92 feet by 118 feet, and contains a large hollow space inside to accommodate the movement of the bridge’s counterweights.

Future

In January, 2010, the NYC Department of Transportation announced plans to rehabilitate the bridge starting in 2012. Years of neglect have resulted in a need to replace the road deck, repaint and repair rust on the steel truss and approach structures, and repair deteriorating concrete. The city also plans widen the sidewalks from 8 to 10 feet and establish bike lanes within them. The project is expected to be finished in 2015.
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Passaic River Bridge (1&9)



Crosses: Passaic River
Connects: South Kearny, Newark, NJ [satellite map]
Carries: 4 vehicular lanes, 2 sidewalks
Design: vertical lift
Date opened: January 26, 1941

Traveling east along the 1&9 Truck Route from Newark to Jersey City, you may notice a small steel plaque on the Passaic River crossing proclaiming that span to be 1941′s Most Beautiful Steel Bridge. That designation, given by the American Institute of Steel Construction, was awarded the year that bridge opened to traffic.

The bridge replaced a low level swing span that had been in place since 1921. That bridge, with a 10 foot clearance over the river, required an average of 30 openings a day to accommodate marine traffic, causing significant automobile traffic delays. Problems were exacerbated by the opening of the Holland Tunnel in 1927 as the final link between the interstate Lincoln Highway and New York City. Though the opening of the Pulaski Skyway, located just a short distance north of this route, was intended to alleviate these problems, the Skyway was effectively obsolete as soon as it was opened to traffic. The diversion of all truck traffic from the Skyway in 1933 further complicated problems along the route. Construction of a new span commenced in 1938, at a projected cost of two million dollars.

Design

The vertical lift design of the new bridge required the construction of two large steel towers on each side of the navigation channel, connected by a movable deck, which has a span of 332.5 feet. In the closed position, the new bridge provided 40 feet of clearance over the Passaic, reducing the number of daily bridge openings to an estimated 5 per day. Tower drive motors, a fairly new innovation at the time, were able to lift the deck 95 feet above its closed position, allowing for a maximum of 135 feet clearance, a minimum height specified by the War Department for marine crossings. The chief engineer was Morris Goodkind, with the firm of Howard, Needles, Tammen and Bergendoff as consulting engineers. The substructure was fabricated by Senior and Palmer and the superstructure by the American Bridge Company.

Construction

The Passaic River Bridge took three years to complete under the supervision of lead engineer Morris Goodkind and the New Jersey State Highway Commission, with the final cost just barely exceeding the projected estimate by just under $56,000. The bridge was constructed as close to the south side of the old span as logistically possible in order to ease the transfer of the traffic alignment from the old bridge to the new. During the final phase of construction, with everything in place except for the moveable deck, river traffic was halted for 72 hours while the deck could be installed.

In what must have been a very carefully choreographed procedure, the deck was floated into the work location on a barge at high tide and aligned with the rest of the structure. As the tide receded, the deck gradually sank into position on the bridge piers. After the 64 lifting ropes attached to the lift’s counterweights were connected to the deck, the bridge was essentially complete, save for some fine tuning needed to ensure proper bridge operation. It was opened to traffic at 11 PM on Sunday, January 14th, 1941.
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