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The foundation for the Pequest Fill would require 6.625 million cubic yards of fill material. This was far more than could be provided by classic cut-and-fill techniques, which require a relatively even balance between the amount of dirt and rock material that is removed from an area of the right-of-way to provide a cut through a hill and the ...
The initial 24 acres (9.7 ha) utilized 1.2 million cubic yards (0.92 × 10 ^ 6 m 3) of material from excavations for the construction of the original World Trade Center [20] [21] [14] Additional fill came from other construction projects such as New York City Water Tunnel and the dredging of the Kill Van Kull.
Fill dirt is taken from a location where soil is being removed as a part of leveling an area for construction; it may also contain sand, rocks, and stones, as well as earth. Fill dirt should be as free of organic matter as possible since organic matter will decompose creating pockets of empty space within the fill which could result in settling ...
A mass haul diagram where land and rock cuts are hauled to fills Fill construction in 1909 Cut & Fill Software showing cut areas highlighted in red and fill areas shaded in blue. In earthmoving , cut and fill is the process of constructing a railway , road or canal whereby the amount of material from cuts roughly matches the amount of fill ...
This 1910 photo shows how much of the Lackawanna Cut-Off's Pequest Fill was created: by dumping small skip cars of dirt from a suspended railway.. The construction of the Lackawanna Cut-Off, a 28.45-mile (45.79 km) railroad line that shortened a key route for the Delaware, Lackawanna, and Western Railroad, took place in New Jersey from 1905 to 1911.
[37] [56] Planning began in 1951, when bids were taken for an experimental causeway 132 feet (40 m) wide extending 0.6 miles (0.97 km) south from Candlestick Point; rather than pumping out soft bay mud and back-filling with sand, fill dirt would be dumped directly into the Bay to see if the mud underneath could be displaced instead. [57]
A diagram showing an embankment Disbanded West Somerset Mineral Railway embankment near Gupworthy, UK Cream-colored concrete abutment marks a gap in an embankment and gives vertical support to the dark red trestle bridge, and to the fill of the bridge approach embankment. To reduce the metal cost of the bridge here it is further supported by ...
The Devonian shale bedrock of the area is overlain by 40 to 60 feet (12 to 18 m) of compact glacial till, followed by 20 to 30 feet (6.1 to 9.1 m) of stiff clay, 30 feet (9.1 m) of weak clay, 20 feet (6.1 m) of silt, 10 feet (3.0 m) of sand, and 10 to 20 feet (3.0 to 6.1 m) of fill dirt. These layers cause the hillside to be unstable.
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