52 Wellington Road North
52 Wellington Road North
52 Wellington Road North
52 Wellington Road North
52 Wellington Road North
Crawford Notch
On the Higher Poynton run
Albany Bridge
John Hancock Tower
Engine 6
Tank wash
New smelter
Inside the bridge
Porthleven kiln
Hawk Green
Sarah Mildred Long Bridge
End of season
Vulcan XM602
Cheap option
North Conway arrival
Flatiron Building 175 5th Avenue, New York 710
Draw tunnel
Starting to quench
Fox Street
A memory of Tiefa
Chert mine
Sinclair's
Climbing Mount Washington
Hollywood terracotta
Hollywood terracotta
English Methodist Church
Bank of Ireland building
Hollywood Park Council School
Dirtness Pumping Station, Belton
Down the incline
Modernist
Town centre showroom
Land of the incline
A mixture of styles
The Buck and Dog
Sutton Bridge
McKechnie Brothers
Bonded oil
South Street Pumping Station, Owston Ferry
Barnetby
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Charles River Bridges
These Scherzer rolling bridges carry the MBTA Commuter Rail over the Charles River in Boston. Originally this was the site of a bascule drawbridge for the Boston and Lowell Railroad, built 1835. It was the first movable railroad bridge in the United States.
In 1931 the Charles River bridges were replaced after extensive filling and dredging meant that the channel of the Charles River was relocated further away from North Station to allow the terminal tracks to converge into eight main leads crossing the river. The four new structures were double-track, single-leaf rolling bascule bridges. All four were nearly identical in design, varying only in their length and the degree of their skew, two spans crossing the channel at a slightly greater skew than the others. Two were 87 feet in length and two, 97 feet. Each span carried a single 629-ton overhead concrete counterweight and, operated by two electric motors, was controlled from the second floor of the new signal and interlocking station, located nearby on the north side of the river. The bridges were designed by Keller & Harrington, Chicago, while the steelwork was fabricated and erected by the Phoenix Bridge Company, Phoenixville, Pennsylvania. Today, only these two spans remain.
In 1931 the Charles River bridges were replaced after extensive filling and dredging meant that the channel of the Charles River was relocated further away from North Station to allow the terminal tracks to converge into eight main leads crossing the river. The four new structures were double-track, single-leaf rolling bascule bridges. All four were nearly identical in design, varying only in their length and the degree of their skew, two spans crossing the channel at a slightly greater skew than the others. Two were 87 feet in length and two, 97 feet. Each span carried a single 629-ton overhead concrete counterweight and, operated by two electric motors, was controlled from the second floor of the new signal and interlocking station, located nearby on the north side of the river. The bridges were designed by Keller & Harrington, Chicago, while the steelwork was fabricated and erected by the Phoenix Bridge Company, Phoenixville, Pennsylvania. Today, only these two spans remain.
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