111-667: The Municipal Asphalt Plant is a former asphalt plant at York Avenue and 91st Street on the Upper East Side of Manhattan in New York City , housing the Asphalt Green recreation center . The asphalt plant was completed in 1944 to designs by Ely Jacques Kahn and Robert Allan Jacobs . The current structure, originally a mixing plant, reopened as the George and Annette Murphy Center in 1984. The asphalt plant, which formerly included
222-572: A 501(c)(3) nonprofit organization , operates the former Municipal Asphalt Plant. George Murphy founded the organization in 1975, while he was advocating to convert the plant into a recreation center. Asphalt Green operates the recreation center in partnership with the New York City Department of Parks and Recreation and the New York City Council . The organization operates youth and adult sports programs, one-third of which are free to
333-636: A $ 14,200 contract for the installation of new dust-removing equipment in 1966; the new equipment could remove 90 percent of the plant's dust emissions. At that point, Donnelly said the plant was "one of the air-polluting offenders of Manhattan's East Side". In 1968, the New York City government constructed a new asphalt plant in Queens , serving all five of the city's boroughs , and the separate asphalt plants in each borough were closed. The Manhattan asphalt plant's storage facility and conveyor were torn down. However,
444-447: A $ 50,000 matching grant for the proposed renovation of the mixing plant, which was still structurally sound but had degraded over time. By then, local politicians unanimously supported the planned renovation. The city government gave the asphalt plant's site to Asphalt Green's operators in 1976. The Manufacturers Hanover Corporation and Exxon collectively donated a further $ 40,000 for the mixing plant's renovation in 1977. As part of
555-527: A New York City landmark in January 1976; for several years, it was the youngest building in New York City to be designated as a landmark. At the time, Goldberger wrote that the mixing plant was a "crucial modern monument in the city" and that "it has been doing unofficial landmark duty for a long time". Conversely, some critics of the LPC questioned whether the mixing plant was even worthy of landmark status. Kent Barwick of
666-538: A city by a combination of architectural conceit and official bad taste". Moses's comments prompted Binger to defend the design in a New York Times article. The Museum of Modern Art (MoMA) displayed a model of the Municipal Asphalt Plant in a 1944 exhibit, "Art in Progress", which showcased 47 buildings that MoMA's staff considered "outstanding examples of good design". MoMA curator Elizabeth Bauer Mock lauded
777-431: A concrete structure made of several large arches, similar to a bridge arch. Isaacs predicted that the new plant would further reduce pollution. The architect Hugh Ferriss created a rendering of the proposed plant. The building was initially projected to cost $ 700,000. The New York City government approved a construction contract for the new plant on March 13, 1941. The initial bids to build it were higher than expected, so
888-511: A conveyor belt and storage facility, produced asphalt that was used to pave roads in Manhattan. The Murphy Center is a New York City designated landmark and is listed on the National Register of Historic Places . The Municipal Asphalt Plant's post-modernist design was intended to fit the residential character of the surrounding neighborhood while also being industrial. The mixing plant was
999-453: A major role in the evolution of concrete construction as a proven and studied science. Without Hyatt's work, more dangerous trial and error methods might have been depended on for the advancement in the technology. Joseph Monier , a 19th-century French gardener, was a pioneer in the development of structural, prefabricated and reinforced concrete, having been dissatisfied with the existing materials available for making durable flowerpots. He
1110-616: A marine-studies center. City officials announced plans in May 1979 to convert the former mixing plant into a community center with a gymnasium, theater, and other facilities. The city government contributed $ 1.6 million in Federal Community Development Funds from the U.S. Department of Housing and Urban Development , and the local community raised $ 800,000. The New York State Energy Research and Development Authority (NYSERDA) and Asphalt Green also announced that they would renovate
1221-728: A recreation center at Planning Commission hearings. Despite opposition to the redevelopment project, the Planning Commission approved plans in October 1972. Several hundred opponents held a protest outside New York City Hall in November 1972, and the Board of Estimate narrowly vetoed the original plan for the site that December. The next year, the fund proposed a revised plan with 671 luxury apartments, 288 affordable housing units, and an elementary school for 875 students. The Neighborhood Committee of
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#17328766708921332-419: A reduction in its durability. Corrosion and freeze/thaw cycles may damage poorly designed or constructed reinforced concrete. When rebar corrodes, the oxidation products ( rust ) expand and tends to flake, cracking the concrete and unbonding the rebar from the concrete. Typical mechanisms leading to durability problems are discussed below. Cracking of the concrete section is nearly impossible to prevent; however,
1443-408: A secondary belt inside the storage facility. Windows were installed at "strategic points of distribution and processing" in each structure. The storage building included large containers for storing raw materials, as well as catwalks and conveyor belts on an upper level, which were illuminated by ribbon windows. Limestone dust was pumped directly to the storage building, while asphalt cement was piped to
1554-504: A social club. The Board of Estimate gave Asphalt Green a $ 4 million grant in August 1990 to help fund the swimming center's construction. As a condition for receiving the grant, Asphalt Green had to allow free or reduced-free access to its facilities 30 percent of the time. Construction of the swimming center began in October 1991. The project was expected to cost $ 20 million in total, of which local residents had raised $ 12 million, in addition to
1665-725: A technique to reinforce the concrete. In terms of volume used annually, it is one of the most common engineering materials. In corrosion engineering terms, when designed correctly, the alkalinity of the concrete protects the steel rebar from corrosion . Reinforcing schemes are generally designed to resist tensile stresses in particular regions of the concrete that might cause unacceptable cracking and/or structural failure. Modern reinforced concrete can contain varied reinforcing materials made of steel, polymers or alternate composite material in conjunction with rebar or not. Reinforced concrete may also be permanently stressed (concrete in compression, reinforcement in tension), so as to improve
1776-484: A temporary outdoor swimming pool in 2006, while the main swimming pool underwent repairs; the outdoor swimming pool necessitated the closure of two popular basketball courts. Although the main pool reopened in 2007, the outdoor pool remained in place for over a year. The complex also continued to host other sports such as football, soccer, softball, and baseball, as well as programs such as martial arts, Pilates, and yoga. The complex gave free swimming lessons to 5,000 students
1887-426: A well-chosen concrete mix will provide additional protection for many applications. Uncoated, low carbon/chromium rebar looks similar to standard carbon steel rebar due to its lack of a coating; its highly corrosion-resistant features are inherent in the steel microstructure. It can be identified by the unique ASTM specified mill marking on its smooth, dark charcoal finish. Epoxy-coated rebar can easily be identified by
1998-416: A year by the early 2010s; among its students was 2012 Olympic medalist Lia Neal . Meanwhile, the neighboring DSNY waste transfer station had closed in 1999 and city officials proposed reopening it in 2006, though local residents opposed this plan for several years. The reopening proceeded and City officials announced in late 2014 that Asphalt Green would have to be closed temporarily while an access ramp to
2109-415: Is a composite material in which concrete 's relatively low tensile strength and ductility are compensated for by the inclusion of reinforcement having higher tensile strength or ductility. The reinforcement is usually, though not necessarily, steel reinforcing bars (known as rebar ) and is usually embedded passively in the concrete before the concrete sets. However, post-tensioning is also employed as
2220-658: Is a mixture of coarse (stone or brick chips) and fine (generally sand and/or crushed stone) aggregates with a paste of binder material (usually Portland cement ) and water. When cement is mixed with a small amount of water, it hydrates to form microscopic opaque crystal lattices encapsulating and locking the aggregate into a rigid shape. The aggregates used for making concrete should be free from harmful substances like organic impurities, silt, clay, lignite, etc. Typical concrete mixes have high resistance to compressive stresses (about 4,000 psi (28 MPa)); however, any appreciable tension ( e.g., due to bending ) will break
2331-414: Is also a pool for swimming lessons, measuring 18 by 26 feet (5.5 by 7.9 m), as well as a set of bleachers that can accommodate up to 700 people. The aquatic center was also planned with offices for Asphalt Green officials, as well as a center for sports medicine and physical therapy . The top floor contains a fitness center. West of the swimming center, on York Avenue between 91st and 92nd Streets,
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#17328766708922442-528: Is coating them with zinc phosphate . Zinc phosphate slowly reacts with calcium cations and the hydroxyl anions present in the cement pore water and forms a stable hydroxyapatite layer. Penetrating sealants typically must be applied some time after curing. Sealants include paint, plastic foams, films and aluminum foil , felts or fabric mats sealed with tar, and layers of bentonite clay, sometimes used to seal roadbeds. Corrosion inhibitors , such as calcium nitrite [Ca(NO 2 ) 2 ], can also be added to
2553-506: Is fully justified by the functions and machinery it encloses." Architectural Forum attributed the building's "chopped off and incomplete" appearance to the fact that, at the time of the plant's completion, concrete arches had only been used for structures such as drill halls, auditoriums, and hangars. After the 1980s renovation, Paul Goldberger of the Times said that renovation architects HOK and Pasanella + Klein "did all they could to preserve
2664-495: Is located across the bay from San Francisco . Two years later, El Campanil survived the 1906 San Francisco earthquake without any damage, which helped build her reputation and launch her prolific career. The 1906 earthquake also changed the public's initial resistance to reinforced concrete as a building material, which had been criticized for its perceived dullness. In 1908, the San Francisco Board of Supervisors changed
2775-485: Is mainly composed of cold aggregate supply system, drum dryer , coal burner, coal feeder, dust collector, hot aggregate elevator, vibrating screen, filler supply system, weighing and mixing system, Pollution Control Unit , asphalt storage, bitumen supply system. All these components have characteristics that impact not only the overall quality of the asphalt but also the effect on the environment. Reinforced concrete Reinforced concrete , also called ferroconcrete ,
2886-541: Is one in which both the compressive and tensile zones reach yielding at the same imposed load on the beam, and the concrete will crush and the tensile steel will yield at the same time. This design criterion is however as risky as over-reinforced concrete, because failure is sudden as the concrete crushes at the same time of the tensile steel yields, which gives a very little warning of distress in tension failure. Steel-reinforced concrete moment-carrying elements should normally be designed to be under-reinforced so that users of
2997-428: Is one in which the concrete element is only reinforced near the tensile face and the reinforcement, called tension steel, is designed to resist the tension. A doubly reinforced beam is the section in which besides the tensile reinforcement the concrete element is also reinforced near the compressive face to help the concrete resist compression and take stresses. The latter reinforcement is called compression steel. When
3108-430: Is one in which the tension capacity of the tension steel is greater than the combined compression capacity of the concrete and the compression steel (over-reinforced at tensile face). So the "over-reinforced concrete" beam fails by crushing of the compressive-zone concrete and before the tension zone steel yields, which does not provide any warning before failure as the failure is instantaneous. A balanced-reinforced beam
3219-646: Is the DeKovats Playground. The play area is named for Hungarian military officer Michael Kovats . A truck ramp runs across the Asphalt Green complex, connecting York Avenue with a waste transfer station operated by the New York City Department of Sanitation (DSNY). An asphalt plant had existed on the Upper East Side of Manhattan, along the East River near 91st Street, since March 1914. Described by
3330-579: Is the theoretical failure point with a certain probability. It is stated under factored loads and factored resistances. Reinforced concrete structures are normally designed according to rules and regulations or recommendation of a code such as ACI-318, CEB, Eurocode 2 or the like. WSD, USD or LRFD methods are used in design of RC structural members. Analysis and design of RC members can be carried out by using linear or non-linear approaches. When applying safety factors, building codes normally propose linear approaches, but for some cases non-linear approaches. To see
3441-446: Is transferred from the concrete to the bar interface so as to change the tensile stress in the reinforcing bar along its length. This load transfer is achieved by means of bond (anchorage) and is idealized as a continuous stress field that develops in the vicinity of the steel-concrete interface. The reasons that the two different material components concrete and steel can work together are as follows: (1) Reinforcement can be well bonded to
Municipal Asphalt Plant - Misplaced Pages Continue
3552-508: The New-York Tribune as the "largest municipal asphalt plant in the world", it could produce enough asphalt to pave 3,500 square yards (2,900 m) per day. The site was roughly equidistant from the northernmost and southernmost points of Manhattan, reducing the need for trucks to transport raw materials, and its waterfront location allowed barges to deliver raw materials easily. By the late 1930s, that asphalt plant had become outdated, and
3663-462: The tensile strength of concrete was improved by the reinforcing. Before the 1870s, the use of concrete construction, though dating back to the Roman Empire , and having been reintroduced in the early 19th century, was not yet a proven scientific technology. Ernest L. Ransome , an English-born engineer, was an early innovator of reinforced concrete techniques at the end of the 19th century. Using
3774-407: The "Cathedral of Asphalt", deriding it as a "freakish experiment". In a 1943 op-ed for The New York Times , Moses described the plant as one instance of the "horrible modernistic stuff" being built around New York City. In a 1947 article for The Washington Post , Moses called the Municipal Asphalt Plant and the neighboring ash plant "two of the most hideous water-front structures ever inflicted on
3885-743: The $ 50 million project were announced in December 1971. The 5-acre (2.0 ha) site would have contained 200 low-income, 300 moderate-income, and 700 middle-income apartments, spread across three towers of 20, 41, and 46 stories. Opponents of the plan formed the Neighborhood Committee of the Asphalt Project, led by local doctor George Murphy, in April 1972. The Neighborhood Committee said the neighborhood lacked recreational areas and that several local schools were under-enrolled. The committee did not object to
3996-697: The 1890s, Wayss and his firm greatly contributed to the advancement of Monier's system of reinforcing, established it as a well-developed scientific technology. One of the first skyscrapers made with reinforced concrete was the 16-story Ingalls Building in Cincinnati, constructed in 1904. The first reinforced concrete building in Southern California was the Laughlin Annex in downtown Los Angeles , constructed in 1905. In 1906, 16 building permits were reportedly issued for reinforced concrete buildings in
4107-456: The AquaCenter swimming complex, an outdoor field, and a former fireboat pier. An asphalt plant had existed on the Upper East Side of Manhattan, along the East River near 91st Street, since May 1914. Manhattan borough president Stanley M. Isaacs announced plans for a three-level asphalt and sanitation plant on the site in 1939, and Kahn and Jacobs's plans were announced the next year. Work on
4218-531: The Asphalt Project put forth an alternate plan that excluded the luxury units. Local politicians almost unanimously supported the redevelopment project, except for then-City Council president Sanford Garelik , who endorsed the committee's alternate proposal. In March 1974, the city allocated an additional $ 1.5 million to the redevelopment project. Due to continued opposition from residents, the Educational Construction Fund officially canceled plans for
4329-673: The City of Los Angeles, including the Temple Auditorium and 8-story Hayward Hotel. In 1906, a partial collapse of the Bixby Hotel in Long Beach killed 10 workers during construction when shoring was removed prematurely. That event spurred a scrutiny of concrete erection practices and building inspections. The structure was constructed of reinforced concrete frames with hollow clay tile ribbed flooring and hollow clay tile infill walls. That practice
4440-559: The DSNY facility, a tunnel connecting with the East River asphalt plant, and numerous other improvements along the East River Drive. The tunnel was completed by mid-1940; at the time, the Manhattan borough president's office had also installed pipes for asphalt concrete , as well as conveyor belts for sand and stone. That July, the borough president's office announced plans for a new asphalt plant, designed by Kahn. The plan tentatively called for
4551-592: The English counties of Norfolk and Suffolk. In 1877, Thaddeus Hyatt , published a report entitled An Account of Some Experiments with Portland-Cement-Concrete Combined with Iron as a Building Material, with Reference to Economy of Metal in Construction and for Security against Fire in the Making of Roofs, Floors, and Walking Surfaces , in which he reported his experiments on the behaviour of reinforced concrete. His work played
Municipal Asphalt Plant - Misplaced Pages Continue
4662-416: The LPC said that, by giving landmark status to such structures as the Municipal Asphalt Plant, sidewalk clocks , and the interiors of several New York City Subway stations, the LPC was "getting closer to [...] a complete package" with regards to the types of structures that received landmark status. The mixing plant was also placed on the National Register of Historic Places in 1980. Asphalt Green Inc. ,
4773-489: The Municipal Asphalt Plant began in 1941, and the plant was dedicated on May 24, 1944. After the plant closed in 1968, the conveyor belt and storage facility were demolished. The New York City government announced plans to redevelop the site in 1971, but neighborhood residents heavily opposed the plan, establishing Asphalt Green on the site in 1973. A restoration of the mixing plant was announced in 1979 and completed in 1984. The recreation center has undergone various upgrades over
4884-521: The Municipal Asphalt Plant development in August 1974. In the 1970s, the city government constructed a temporary recreation field and two basketball courts outside the mixing plant; the recreation complex became known as Asphalt Green. Work on the 120-yard-long (110 m) turf field began in May 1973, and the field was completed that September. At the time, it was described as the East Side 's only recreation field between 15th and 112nd Streets. Asphalt Green
4995-545: The Murphy Center is the AquaCenter, a three-story swimming complex designed in a similar style to the Murphy Center. The AquaCenter's main swimming pool measures 170 by 60 feet (52 by 18 m) across and up to 16 feet (4.9 m) deep; part of the pool's floor can be moved hydraulically to accommodate disabled guests. The main pool is covered by a curved skylight. Next to the main pool is a 7-foot-deep (2.1 m) exercise pool whose entire floor can be moved hydraulically. There
5106-560: The Upper East Side. Glenwood Management , which was constructing two buildings directly across York Avenue, agreed to give Asphalt Green $ 325,000 in exchange for a 20 percent floor area bonus for both buildings. The complex reopened in October 1984 after a $ 3 million renovation. The mixing plant was renamed in honor of George Murphy and his wife Annette. The New York City Department of Parks and Recreation formally licensed Asphalt Green's operators to use Mill Rock in early 1986. By then,
5217-695: The actual available length is inadequate for full development, special anchorages must be provided, such as cogs or hooks or mechanical end plates. The same concept applies to lap splice length mentioned in the codes where splices (overlapping) provided between two adjacent bars in order to maintain the required continuity of stress in the splice zone. In wet and cold climates, reinforced concrete for roads, bridges, parking structures and other structures that may be exposed to deicing salt may benefit from use of corrosion-resistant reinforcement such as uncoated, low carbon/chromium (micro composite), epoxy-coated, hot dip galvanized or stainless steel rebar. Good design and
5328-461: The actual bond stress varies along the length of a bar anchored in a zone of tension, current international codes of specifications use the concept of development length rather than bond stress. The main requirement for safety against bond failure is to provide a sufficient extension of the length of the bar beyond the point where the steel is required to develop its yield stress and this length must be at least equal to its development length. However, if
5439-472: The behavior of the final structure under working loads. In the United States , the most common methods of doing this are known as pre-tensioning and post-tensioning . For a strong, ductile and durable construction the reinforcement needs to have the following properties at least: François Coignet used iron-reinforced concrete as a technique for constructing building structures. In 1853, Coignet built
5550-414: The building's design. Ralph Gardner Jr. of The Wall Street Journal wrote in 2011 that, after the Municipal Asphalt Plant was converted into Asphalt Green, it had "become singularly successful, something of a town square, its facilities attracting everyone from children arriving for swimming lessons to the elderly." The New York City Landmarks Preservation Commission (LPC) designated the mixing plant as
5661-446: The building's main entrance in 1984. The architects initially wished to construct the arches using concrete forms, but this would have been slow and costly, and it would have required the equipment to be installed first. Instead, the construction contractors decided to use prefabricated steel ribs, each split into three sections. The walls and roof are made of cast-in-place concrete panels, which were created by pouring concrete around
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#17328766708925772-514: The cancellation of the Asphalt Plant redevelopment, about 26,000 local residents signed petitions in early 1974, advocating for Asphalt Green to be preserved. After Asphalt Green opened, the Heckscher and Vincent Astor foundations continued to fund the recreation center, and other organizations also provided monetary support. These funds allowed Asphalt Green to hire a full-time park supervisor, but
5883-543: The chief reasons for the failure of reinforcement bars in concrete. The relative cross-sectional area of steel required for typical reinforced concrete is usually quite small and varies from 1% for most beams and slabs to 6% for some columns. Reinforcing bars are normally round in cross-section and vary in diameter. Reinforced concrete structures sometimes have provisions such as ventilated hollow cores to control their moisture & humidity. Distribution of concrete (in spite of reinforcement) strength characteristics along
5994-527: The city government still had not provided any funds for the site. After Chase Manhattan Bank gave Asphalt Green a $ 3,000 grant in September 1975, supporters held a fundraiser for a further renovation of the site. Architectural firm HOK (the successor to Kahn and Jacobs), in collaboration with Giovanni Pasanella and Arvid Klein, were hired to design the renovation. In early 1976, the Samuel H. Kress Foundation offered
6105-732: The city's building codes to allow wider use of reinforced concrete. In 1906, the National Association of Cement Users (NACU) published Standard No. 1 and, in 1910, the Standard Building Regulations for the Use of Reinforced Concrete . Many different types of structures and components of structures can be built using reinforced concrete elements including slabs , walls , beams , columns , foundations , frames and more. Reinforced concrete can be classified as precast or cast-in-place concrete . Designing and implementing
6216-470: The city's $ 4 million grant. The architect Richard Dattner was hired to design the swimming center, known as the AquaCenter. A wading pool, handball courts, and play equipment were removed to make way for the new swimming center. The pool was completed in June 1993, while the gym facilities opened that October. The project ultimately cost $ 24 million, of which $ 6 million came from Albert and Barrie Zesiger, respectively
6327-470: The combination of a number of aggregates , sand and a filler (such as stone dust), in the correct proportions, heated, and finally coated with a binder, usually bitumen based or, in some cases tar , although tar was removed from BS4987 in 2001 and is not referred to in BSEN 13108/1. The temperature of the finished product must be sufficient to be workable after transport to the final destination. A temperature in
6438-422: The compression zone of a concrete is inadequate to resist the compressive moment (positive moment), extra reinforcement has to be provided if the architect limits the dimensions of the section. An under-reinforced beam is one in which the tension capacity of the tensile reinforcement is smaller than the combined compression capacity of the concrete and the compression steel (under-reinforced at tensile face). When
6549-541: The concrete resists compression and reinforcement " rebar " resists tension can be made into almost any shape and size for the construction industry. Three physical characteristics give reinforced concrete its special properties: As a rule of thumb, only to give an idea on orders of magnitude, steel is protected at pH above ~11 but starts to corrode below ~10 depending on steel characteristics and local physico-chemical conditions when concrete becomes carbonated. Carbonation of concrete along with chloride ingress are amongst
6660-412: The concrete roof and floors in the two-story house he was constructing. His positioning of the reinforcement demonstrated that, unlike his predecessors, he had knowledge of tensile stresses. Between 1869 and 1870, Henry Eton would design, and Messrs W & T Phillips of London construct the wrought iron reinforced Homersfield Bridge bridge, with a 50' (15.25 meter) span, over the river Waveney, between
6771-416: The concrete, thus they can jointly resist external loads and deform. (2) The thermal expansion coefficients of concrete and steel are so close ( 1.0 × 10 to 1.5 × 10 for concrete and 1.2 × 10 for steel) that the thermal stress-induced damage to the bond between the two components can be prevented. (3) Concrete can protect the embedded steel from corrosion and high-temperature induced softening. Because
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#17328766708926882-403: The cross-section of vertical reinforced concrete elements is inhomogeneous. The reinforcement in a RC structure, such as a steel bar, has to undergo the same strain or deformation as the surrounding concrete in order to prevent discontinuity, slip or separation of the two materials under load. Maintaining composite action requires transfer of load between the concrete and steel. The direct stress
6993-403: The essence of this great industrial building". Another Times writer said the Murphy Center "looks somewhat like a huge half-buried sardine can". When Jacobs died in 1993, Richard D. Lyons of the Times described the Municipal Asphalt Plant as "perhaps the [Kahn and Jacobs] firm's most notable structure" and said that, aside from Moses's commentary, architects generally had positive impressions of
7104-403: The examples of a non-linear numerical simulation and calculation visit the references: Prestressing concrete is a technique that greatly increases the load-bearing strength of concrete beams. The reinforcing steel in the bottom part of the beam, which will be subjected to tensile forces when in service, is placed in tension before the concrete is poured around it. Once the concrete has hardened,
7215-414: The exterior. The structure consists of four arched ribs, each measuring 90 feet (27 m) wide and 84.5 feet (25.8 m) high; the centers of the ribs are 22 feet (6.7 m) apart. These ribs support a barrel-vaulted ceiling made of concrete. Between the ribs, the sides of the plant have sash windows about one-third of the way up the walls. A sundial sculpture by Robert Adzema was installed outside
7326-620: The fireboat pier, providing renewable energy for both the mixing plant and the pier. A wind turbine on Mill Rock, solar panels on the pier, and a cogeneration plant was to provide much of the mixing plant's electricity. In 1980, Asphalt Green received $ 92,000 from the NYSERDA and $ 82,000 from the Vincent Astor Foundation to fund the establishment of an educational center devoted to energy conservation. The energy-conservation center opened in May 1981, providing wind and solar power for both
7437-557: The first concrete buildings constructed in the United States was a private home designed by William Ward , completed in 1876. The home was particularly designed to be fireproof. G. A. Wayss was a German civil engineer and a pioneer of the iron and steel concrete construction. In 1879, Wayss bought the German rights to Monier's patents and, in 1884, his firm, Wayss & Freytag , made the first commercial use of reinforced concrete. Up until
7548-506: The first iron reinforced concrete structure, a four-story house at 72 rue Charles Michels in the suburbs of Paris. Coignet's descriptions of reinforcing concrete suggests that he did not do it for means of adding strength to the concrete but for keeping walls in monolithic construction from overturning. The, 1872–1873, Pippen building in Brooklyn stands as a testament to his technique. In 1854, English builder William B. Wilkinson reinforced
7659-463: The first parabolic-arched building in the United States to use reinforced concrete . The exterior was designed with four arched ribs, while the walls and roof are made of cast-in-place concrete panels, which were poured around metal ribs. The conveyor belt and storage building were originally also made of reinforced concrete. The modern-day recreation center consists of the George and Annette Murphy Center,
7770-474: The government revised the plans to reduce costs. A revised contract was approved on March 27, 1941, at which point the plant was to cost $ 900,000. New York City mayor Fiorello La Guardia dedicated a plaque at the new asphalt plant in October 1941. The New York City Planning Commission approved the installation of dust-elimination equipment in May 1944, just before the plant opened, at a cost of $ 97,000. The existing equipment already removed 85 percent of dust, but
7881-645: The knowledge of reinforced concrete developed during the previous 50 years, Ransome improved nearly all the styles and techniques of the earlier inventors of reinforced concrete. Ransome's key innovation was to twist the reinforcing steel bar, thereby improving its bond with the concrete. Gaining increasing fame from his concrete constructed buildings, Ransome was able to build two of the first reinforced concrete bridges in North America. One of his bridges still stands on Shelter Island in New Yorks East End, One of
7992-811: The light green color of its epoxy coating. Hot dip galvanized rebar may be bright or dull gray depending on length of exposure, and stainless rebar exhibits a typical white metallic sheen that is readily distinguishable from carbon steel reinforcing bar. Reference ASTM standard specifications A1035/A1035M Standard Specification for Deformed and Plain Low-carbon, Chromium, Steel Bars for Concrete Reinforcement, A767 Standard Specification for Hot Dip Galvanized Reinforcing Bars, A775 Standard Specification for Epoxy Coated Steel Reinforcing Bars and A955 Standard Specification for Deformed and Plain Stainless Bars for Concrete Reinforcement. Another, cheaper way of protecting rebars
8103-498: The low-income component of the project, but it asked the city to build a recreational facility on the site of the middle-income towers. The Neighborhood Committee asked the New York City Board of Estimate to rezone the site for recreational use, soliciting the support of 80 percent of nearby buildings' owners. Murphy and his wife Annette circulated a petition to rezone the site, and they organized large groups, which advocated for
8214-438: The microscopic rigid lattice, resulting in cracking and separation of the concrete. For this reason, typical non-reinforced concrete must be well supported to prevent the development of tension. If a material with high strength in tension, such as steel , is placed in concrete, then the composite material, reinforced concrete, resists not only compression but also bending and other direct tensile actions. A composite section where
8325-495: The mixing plant was so sturdy that the walls remained standing after three weeks of attempts to demolish it. By 1969, there were plans to redevelop the site with an 830-seat school and 1,000 apartments for middle-class residents. The school on the Municipal Asphalt Plant's site would be the first of four new schools in the Yorkville neighborhood. The new development would temporarily house displaced families who were being displaced from
8436-656: The most efficient floor system is key to creating optimal building structures. Small changes in the design of a floor system can have significant impact on material costs, construction schedule, ultimate strength, operating costs, occupancy levels and end use of a building. Without reinforcement, constructing modern structures with concrete material would not be possible. When reinforced concrete elements are used in construction, these reinforced concrete elements exhibit basic behavior when subjected to external loads . Reinforced concrete elements may be subject to tension , compression , bending , shear , and/or torsion . Concrete
8547-453: The nearby residential buildings and the neighboring East River (now FDR) Drive on the East River . The current building was originally the mixing plant, one of three structures in the asphalt plant. It was attached to a rectangular storage facility for the raw materials that trucks had brought in, as well as a conveyor belt that brought the raw materials to the mixing plant. The mixing plant
8658-465: The neighborhood had evolved from a partly commercial to a largely residential area. Isaacs wished to develop a new asphalt plant in conjunction with construction on the East River Drive. Furthermore, DSNY operated an ash dump on a neighboring pier at 92nd Street, and fumes from the ash dump had caused land values in the surrounding area to decrease. Many of Manhattan's streets were paved in Belgian blocks at
8769-452: The north, FDR Drive to the northeast, 90th Street to the south, and York Avenue to the west. The mixing plant was converted into the four-story George and Annette Murphy Center in the early 1980s. Originally, the building was supposed to be a three-story structure; the ground floor was to include offices, storage rooms, locker rooms, and an assembly room and theater. The second floor was to include physical-education space and an art studio, while
8880-475: The other three floors of the Murphy Center for $ 2.2 million. The filters in the main swimming pool were replaced in 2017 for $ 700,000. The outdoor field was renamed Litwin Field in 2019 after Glenwood Management chief executive Leonard Litwin , a longtime donor to Asphalt Green. Robert Moses , New York City's parks commissioner at the time of the asphalt plant's completion in 1944, had a negative view of what he dubbed
8991-519: The other three sites. The Educational Construction Fund, a nonprofit organization established by the New York State Legislature , was in charge of the project. The New York City government announced in September 1971 that it would convert the mixing plant into a gymnasium and cafeteria for the new development. The gym and cafeteria were to be shared by a 640-seat elementary school and a 230-seat special education school. Further details of
9102-448: The passivation of steel at the anodic oxidation sites. Nitrite is a much more active corrosion inhibitor than nitrate , which is a less powerful oxidizer of the divalent iron. A beam bends under bending moment , resulting in a small curvature. At the outer face (tensile face) of the curvature the concrete experiences tensile stress, while at the inner face (compressive face) it experiences compressive stress. A singly reinforced beam
9213-402: The pier and the former mixing plant. At the time, the renovation of the mixing plant was slated to begin later that year. The Neighborhood Committee had raised $ 1 million from foundations and $ 300,000 from local residents, but the committee needed to raise another $ 300,000. The remaining cost was ultimately funded by two developers, who agreed to collectively donate $ 1.1 million for improvements to
9324-502: The plant diverged considerably from Kahn's earlier designs, he influenced other aspects of the building, such as the use of cast-in-place concrete and prefabricated materials. The Municipal Asphalt Plant is designed in the post-modernist style. According to the New York City Landmarks Preservation Commission (LPC), Isaacs wished for an "architectural treatment that would blend harmoniously with" both
9435-507: The plant, saying that it created an "exciting experience for motorists on the adjacent super-highway". MoMA also defended the plant in Built in U.S.A., 1932-1944 , a book that accompanied the exhibition. The March 1944 issue of Architectural Forum wrote, "Certainly the contrast of cube and ellipse offered by the two main buildings is a radical departure from the conventional brick fortification style of older industrial buildings, but this novel form
9546-532: The project, Asphalt Green's operators had acquired a fireboat pier on 90th Street the same year; the fireboat pier had housed the New York City Fire Department 's Marine Division 5 until 1976. Asphalt Green planned to use the pier, along with a nearby unoccupied island known as Mill Rock , for environmental studies. The pier was rebuilt in 1978 but was subsequently struck by a passing boat, then further damaged by arson; it ultimately reopened in 1979 as
9657-568: The public. Asphalt Green opened a second recreation center in Battery Park City in 2013; the Battery Park City facility contains a swimming pool, gymnasium, fitness center, and outdoor fields. Asphalt plant An asphalt plant is a plant used for the manufacture of asphalt , macadam and other forms of coated roadstone, sometimes collectively known as blacktop or asphalt concrete . The manufacture of coated roadstone demands
9768-434: The range of 100 to 200 degrees Celsius is normal. Countries have individual specifications stipulating how much of the raw material can be allowed from recycled asphalt. In-depth research shows that addition of up to 20% recycled asphalt produces the same quality of asphalt compared to 100% virgin material. The quality of asphalt starts reducing once the percentage of recycled asphalt increases beyond 20%. The asphalt plant
9879-401: The recreation center's chairman and vice chairman. The aquatic center served 3,000 patrons per week by 1994. The Murphy Center's roof had deteriorated by the late 1990s due to water damage. The State Division for Youth gave a $ 190,000 grant to fund repairs to the roof, although Asphalt Green officials estimated that a full roof replacement would cost $ 1.2 million. Asphalt Green's operators built
9990-433: The reinforced concrete element is subject to increasing bending moment, the tension steel yields while the concrete does not reach its ultimate failure condition. As the tension steel yields and stretches, an "under-reinforced" concrete also yields in a ductile manner, exhibiting a large deformation and warning before its ultimate failure. In this case the yield stress of the steel governs the design. An over-reinforced beam
10101-471: The remaining dust often drifted over the East River and into the nearby Gracie Mansion , the New York City mayor's residence. The Municipal Asphalt Plant was dedicated on May 24, 1944. Despite initial concerns that local residents would object to the asphalt plant, an apartment building had been developed nearby after construction of the asphalt plant had commenced. The plant produced about 27,000 tons of asphalt in 1945, its first full year of operation, and it
10212-461: The ribs. This allowed the equipment to be installed after the complex was completed, and it also obviated the need for complex scaffolding. Vertical beams, placed atop horizontal girders, were used to stiffen the walls on either end of the building. Originally, the roofs of the mixing plant and the conveyor belt were supposed to be made of Monel metal, but this was postponed because of material shortages during World War II. The mixing plant's metal roof
10323-581: The size and location of cracks can be limited and controlled by appropriate reinforcement, control joints, curing methodology and concrete mix design. Cracking can allow moisture to penetrate and corrode the reinforcement. This is a serviceability failure in limit state design . Cracking is normally the result of an inadequate quantity of rebar, or rebar spaced at too great a distance. The concrete cracks either under excess loading, or due to internal effects such as early thermal shrinkage while it cures. Ultimate failure leading to collapse can be caused by crushing
10434-417: The storage building. Afterward, dry materials and liquid asphalt cement were mixed in the mixing plant and transported to paving trucks. The mixing plant contained three sets of asphalt-mixing machines, one between each set of ribs. The space was electrically heated to prevent congelation of liquid asphalt, and it had automatic mixing controls, an automated thermostat, and equipment to collect dust, The plant
10545-468: The structure will receive warning of impending collapse. The characteristic strength is the strength of a material where less than 5% of the specimen shows lower strength. The design strength or nominal strength is the strength of a material, including a material-safety factor. The value of the safety factor generally ranges from 0.75 to 0.85 in Permissible stress design . The ultimate limit state
10656-425: The temporary outdoor field had begun to deteriorate, having been in near-constant use for 11 years. As a result, the Neighborhood Committee received a $ 600,000 city grant and raised $ 900,000 to fund the restoration of the field. A new AstroTurf field, replacing the original sod field, was completed that July at a cost of $ 1.5 million. Murphy was planning to add an aquatic center with an Olympic-size swimming pool ; at
10767-454: The tension on the reinforcing steel is released, placing a built-in compressive force on the concrete. When loads are applied, the reinforcing steel takes on more stress and the compressive force in the concrete is reduced, but does not become a tensile force. Since the concrete is always under compression, it is less subject to cracking and failure. Reinforced concrete can fail due to inadequate strength, leading to mechanical failure, or due to
10878-473: The third story was to include a multipurpose space that could be used as an auditorium or a gymnasium. In the final plans, four levels were added to the Murphy Center, rather than three. The lowest three stories had low ceilings, while the top floor contained a gym with a suspended running track. The space included two gymnasiums, art studios, and a 91-seat theater known as the Paul Mazur Theater. North of
10989-412: The time, New York City had no Olympic-size indoor swimming pools, leading him to say that "the greatest city in the world doesn't have the pools for [Olympic athletes] to train". Murphy planned to construct a three-story building with a 50-metre (160 ft) main pool and two smaller pools for rehabilitation or lessons. At that time, Asphalt Green hosted after-school programs, theatrical performances, and
11100-530: The time, but Isaacs wished to repave the borough's streets in asphalt, which was less expensive than Belgian blocks. In mid-1939, Isaacs announced plans to build a three-level asphalt and sanitation plant on the East River near 90th Street. That November, Isaacs announced plans to add an enclosed sanitation facility for DSNY on the neighboring pier. The same month, Isaacs submitted a plan to the Public Works Administration (PWA), requesting funding for
11211-531: The time. Built under the supervision of public works commissioner Walker D. Binger, the plant was one of the first projects designed by the firm of Kahn and Jacobs . Syska and Hennessy were hired as consulting engineers for the project, while Kahn and Jacobs collaborated with engineer Shamoon Nadir in the design of the building. Jacobs took credit for the plant's concrete arches, claiming that he had devised this concept while studying under Le Corbusier in France. Although
11322-429: The waste transfer station, bisecting the complex at 91st Street, was built. The city government agreed to build another ramp after Asphalt Green officials and residents expressed concerns that the ramp would endanger children crossing the street. Asphalt Green replaced the Murphy Center's fourth-floor basketball courts in 2015 with a soccer field . At the end of that year, Asphalt Green officials announced plans to renovate
11433-403: The water mix before pouring concrete. Generally, 1–2 wt. % of [Ca(NO 2 ) 2 ] with respect to cement weight is needed to prevent corrosion of the rebars. The nitrite anion is a mild oxidizer that oxidizes the soluble and mobile ferrous ions (Fe ) present at the surface of the corroding steel and causes them to precipitate as an insoluble ferric hydroxide (Fe(OH) 3 ). This causes
11544-402: The years, and a swimming center next to the Murphy Center was constructed in the early 1990s. The Municipal Asphalt Plant is on the east side of York Avenue , north of 91st Street, on the Upper East Side of Manhattan in New York City . It was designed by Ely Jacques Kahn and Robert Allan Jacobs and built between 1941 and 1944 for Stanley M. Isaacs , the Manhattan borough president of
11655-505: Was capable of creating 120 tons of asphalt concrete per hour, which could be increased to 160 tons per hour during peak times. When it opened, the plant was capable of producing 700 tons of asphalt concrete per day, compared to the 450-ton capacity of the plant that it replaced. At its peak, the plant could produce 900 tons of asphalt concrete per day, which was used for paving roads in Manhattan. The modern Asphalt Green complex covers 5.5 acres (2.2 ha), stretching between 92nd Street to
11766-566: Was funded by $ 15,000 from the Heckscher Foundation , $ 20,000 from local residents, and $ 60,000 from the Vincent Astor Foundation. In addition, Lederle Laboratories donated 4,000 cubic feet (110 m) of land fill . Asphalt Green hosted 32 school groups and 70 other groups in 1974, its first full year of operation. During the complex's first two years, it hosted 35 American football teams and 145 basketball teams. Prior to
11877-404: Was granted a patent for reinforcing concrete flowerpots by means of mixing a wire mesh and a mortar shell. In 1877, Monier was granted another patent for a more advanced technique of reinforcing concrete columns and girders, using iron rods placed in a grid pattern. Though Monier undoubtedly knew that reinforcing concrete would improve its inner cohesion, it is not clear whether he even knew how much
11988-452: Was making 50,000 tons by 1948. During this four-year period, the plant produced 150,000 tons of asphalt in total. The plant supplied all of the asphalt used to repave roads in Manhattan; between 1945 and 1948, over 80 percent of repaving projects in Manhattan used asphalt. A one-story asphalt plant at 90th Street opened in December 1953, and the conveyor belt under FDR Drive was repaired in 1963. City highway commissioner Harry J. Donnelly awarded
12099-460: Was not installed while the asphalt plant was in operation; as a result, the roof began to leak when the building was converted to a recreation center. When the asphalt plant was in operation, river barges delivered sand and stone to a hopper above the conveyor belt. The conveyor belt carried materials from the East River shoreline under FDR Drive, then traveled diagonally above ground to the storage facility. The raw materials were then transferred to
12210-422: Was strongly questioned by experts and recommendations for "pure" concrete construction were made, using reinforced concrete for the floors and walls as well as the frames. In April 1904, Julia Morgan , an American architect and engineer, who pioneered the aesthetic use of reinforced concrete, completed her first reinforced concrete structure, El Campanil, a 72-foot (22 m) bell tower at Mills College , which
12321-464: Was the first parabolic-arched building in the United States to use reinforced concrete , a cheaper alternative to steel that had been experimented with in Europe, but not used to any great effect. The arches were more efficient than the more-conventional form of a rectangle, and they further reduced stresses and the need for extraneous reinforced steel. The interior of the plant was designed first, followed by
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