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Natchez Trace Parkway Bridge facts for kids

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Natchez Trace Parkway Bridge
Natchez Trace Parkway Bridge.jpg
The Natchez Trace Parkway Bridge, viewed from the north
Coordinates 35°59′12″N 86°59′32″W / 35.9866°N 86.9923°W / 35.9866; -86.9923
Carries Natchez Trace Parkway
Crosses SR 96
Locale Williamson County, Tennessee
Maintained by National Park Service
ID number 5570463P0000000
Characteristics
Design Arch
Total length 1,572 ft (479 m)
Width 37 ft (11 m)
Height 145 ft (44 m)
Longest span 582 ft (177 m)
Clearance below 107 ft (33 m)
History
Opened March 22, 1994
Statistics
Daily traffic 210 (in 1997)
Toll none

The Natchez Trace Parkway Bridge is a concrete double arch bridge located in Williamson County, Tennessee, 8.7 mi (14.0 km) from the northern terminus of the Natchez Trace Parkway. It is 1,572 ft (479 m) long and carries the two-lane Natchez Trace Parkway 145 ft (44 m) over State Route 96 and a heavily wooded valley.


Background

The bridge, also known as the Natchez Trace Parkway Arches, is the first segmentally constructed concrete arch bridge in the United States. The arches comprise 122 hollow box segments precast in nearby Franklin, each of which was about 9.8 ft (3.0 m) long and weighed between 29 and 45 short tons. The deck consists of 196 precast post-tensioned trapezoidal box girder segments, each typically 8.5 ft (2.6 m) long. The sections atop the crown of the arch are 13 ft (4.0 m) deep. The foundations and piers of the bridge were cast in place.

The 582 ft (177 m) long main span is symmetrical, while the 462 ft (141 m) long second arch is not, due to the slope of the valley at the southern end of the bridge. The bridge is rare in that it does not use spandrel columns to support the deck from the arch. Rather than being evenly distributed along the arch's length, the weight of the bridge is concentrated at the crown of the arch. The lack of spandrel columns results in a clean, unencumbered appearance: it is termed a cathedral arch bridge.

The bridge was designed by Figg Engineering Group and built by PCL Civil Constructors Inc., a subsidiary of PCL Constructors Inc. The arches and deck were constructed using a balanced cantilever method. Each arch was supported by temporary cable stays anchored from the top of the piers and the valley sides until it was fully built. This procedure was chosen in place of conventional shoring towers so that environmental damage to the valley would be minimized. The bridge cost US$11.3 million to build, and was completed in October 1993. It was officially opened on March 22, 1994.

The bridge has won many awards for its design, including a Presidential Award for Design Excellence in 1995, and an Award of Merit from the Federal Highway Administration in 1996. The Eleventh International Bridge Conference named it the single most outstanding achievement in the bridge industry for 1994. The bridge "impressed the... jury with its aesthetically striking double-arch design, which shows exceptional sensitivity to the historical context of the site."

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