Knowledge (XXG)

Tomlinson Lift Bridge

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towers on either end. The bridge cost $ 120 million, designed by Hardesty & Hanover LLP of New York City, is 90 feet (27 m) wide and 270 feet (82 m) long with two 30-foot (9.1 m) tower spans and six 100-foot (30 m)-long approach spans. The lift span weighs almost 6,500,000 pounds (2,900,000 kg) with a total load-to-move of 13,000,000 pounds (5,900,000 kg). It provides a channel with 240 feet (73 m) horizontal clearance and 13 feet (4.0 m) vertical clearance when the span is closed, and an additional 62 feet (19 m) vertical clearance when it is open.
31: 552: 336:, it was carrying 30,000 vehicles a day. When closed, clearance under the bridge was 12 feet (3.7 m) at mean high water, ranging from 8–17 feet (2.4–5.2 m) at extreme high tide to extreme low tide. The channel width was 117 feet (36 m), with a total span length between centers of 148 feet (45 m). The builder was the 95: 359:
Securing the bridge's lift piers initially proved difficult because rock elevation and slope differed along the route. To secure the piers, teeth were welded to the tip of 20-in-diameter pile shells that were then drilled into the bedrock. For some piles, an adequate seal was not achieved until the
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270 feet (82 m) long and 92 feet (28 m) wide, a significant improvement from the previous (third) bridge's 117-foot (36 m) channel. The mechanism raises the lift span 62 feet (19 m) with 3,000,000-pound (1,400,000 kg) counterweights on each of the two 150-foot (46 m)
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The first bridge here was erected in 1797 by Isaac Tomlinson's group to replace profits from their ferry ruined by a new bridge. This 27-foot (8.2 m)-wide covered wooden truss bridge included a draw to allow vessels through. It has also been described as a "wood and sandstone" bridge.
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The second bridge, 1885-1922, was an iron bridge which was never particularly good, having been salvaged from a scrap yard, and not thought well of even before then. By 1913, this bridge was opening 17,000 times a year. Plans for replacement were created during
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with its counterweights in a closed pit underneath, built between 1921 and 1924. It was designed by engineer Ernest W. Wiggin of New Haven in the Beaux-Arts style, based on a bascule design by
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Tomlinson Bridge, Spanning Quinnipiac River at Forbes Street (U.S. Route 1), New Haven, New Haven County, CT
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List of bridges documented by the Historic American Engineering Record in Connecticut
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Nicholas J. Altebrando, Thomas A. Duffy, Michael D. Hawkins, Timothy J. Noles
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The current bridge, the fourth one on this site, is a
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Bridges of the United States Numbered Highway System
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Historic American Engineering Record in Connecticut
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Index

Angled view of a vertical lift bridge
Coordinates
41°17′54″N 72°54′19″W / 41.298296°N 72.905292°W / 41.298296; -72.905292 (Tomlinson Lift Bridge)
US 1
Providence & Worcester Railroad
Quinnipiac River
New Haven
New Haven County
Connecticut
ConnDOT
Vertical-lift bridge
Steel
USD
Quinnipiac River
New Haven, Connecticut
U.S. Route 1
New Haven Harbor
Providence & Worcester Railroad
Northeast Corridor
Metro North
CSX
World War I

trunioned
bascule drawbridge
Joseph B. Strauss
Q Bridge
Phoenix Bridge Company
Philadelphia, Pennsylvania
lift bridge

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