Starners Dam Bridge | |
---|---|
Coordinates | 39°41′56″N77°12′53″W / 39.698993°N 77.214662°W Coordinates: 39°41′56″N77°12′53″W / 39.698993°N 77.214662°W |
Carries | two lanes of roadway |
Crosses | Alloway Creek |
Official name | Starners Dam Bridge |
Other name(s) | Alloway Creek Bridge |
Maintained by | County Highway Agency |
Characteristics | |
Design | Steel stringer bridge |
Total length | 19.2 metres (63 ft 0 in) |
Width | 6.6 metres (21 ft 8 in) |
Longest span | 18.6 metres (61 ft 0 in) |
History | |
Construction start | 1911 |
Construction end | 1911 |
Opened | 1911 |
Statistics | |
Daily traffic | 232 (as of 2008) |
Toll | free |
Location | |
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The Starners Dam Bridge is a steel stringer bridge over Alloway Creek on Baptist Road in Taneytown, Carroll County, Maryland, USA. It is also called Alloway Creek Bridge. [1]
The steel stringer bridge was constructed in 1911 with construction number 200000CL0207010 about 0.11 miles north of Starners Dam in Taneytown. When it was constructed, the bridge was 19.2 metres (63 ft 0 in) long, 6.6 metres (21 ft 8 in) wide and weighed 62.4 tons. Its deck was made by concrete cast-in-place and it has two lanes of roadway which are part of Baptist Road. Its purpose is to carry Baptist Road over Alloway Creek. [2]
It was reconstructed in 1987 and is now owned by the County Highway Agency. In 2008, it had an average daily traffic of 232 vehicles with 5% of truck traffic and it is toll free. It is inspected for flaws every 24 months. [3]
A cable-stayed bridge has one or more towers, from which cables support the bridge deck. A distinctive feature are the cables or stays, which run directly from the tower to the deck, normally forming a fan-like pattern or a series of parallel lines. This is in contrast to the modern suspension bridge, where the cables supporting the deck are suspended vertically from the main cable, anchored at both ends of the bridge and running between the towers. The cable-stayed bridge is optimal for spans longer than cantilever bridges and shorter than suspension bridges. This is the range within which cantilever bridges would rapidly grow heavier, and suspension bridge cabling would be more costly.
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