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Bridges Found: 10


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FM 576 Bridge

Status: Open to traffic

Location: 32.663056,-98.868889

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Carries FM 576 over Unnamed draw
Design: culvert/stone
Design Details: Stone culvert
Total Length: 34.1 Feet
Span Length: 9.8 Feet

Overview: Stone culvert over an unnamed draw on FM 576
History: Built 1941; rehabilitated 1989
Built: 1941

Location: Stephens County

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FM 33 Bridge

Status: Open to traffic

Location: 32.816111,-98.660000

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Carries FM 33 over Unnamed draw
Design: culvert/stone
Design Details: Stone culvert
Total Length: 27.9 Feet
Span Length: 7.9 Feet

Overview: Stone culvert over an unnamed draw on FM 33
History: Built 1938; rehabilitated 1973
Built: 1938

Location: Stephens County

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FM 3253 Bridge

Status: Open to traffic

Location: 32.824722,-98.659722

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Carries FM 3253 over Unnamed draw
Design: culvert/stone
Design Details: Stone culvert
Total Length: 24.0 Feet
Span Length: 7.9 Feet

Overview: Stone culvert over an unnamed draw on FM 3253
History: Built ca. 1940; rehabilitated 1974
Built: ca. 1940

Location: Stephens County

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Gonzales Draw Bridge

Status: Open to traffic

Location: 32.756111,-98.913333

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Carries Shelton Avenue over Gonzales Draw
Design: culvert/stone
Design Details: Stone culvert
Total Length: 23.0 Feet
Span Length: 11.2 Feet

Overview: Stone culvert over Gonzales Draw on Shelton Avenue
History: Built 1935
Built: 1935

Location: Stephens County

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Gonzales Draw Bridge

Status: Open to traffic

Location: 32.757222,-98.908611

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Carries N Smith Avenue over Gonzales Draw
Design: culvert/stone
Design Details: Stone culvert
Total Length: 25.9 Feet
Span Length: 12.1 Feet

Overview: Stone culvert over Gonzales Draw on N Smith Avenue
History: Built ca. 1930
Built: ca. 1930

Location: Stephens County

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Brackenridge Pony Truss

Status: Open to traffic

Location: 32.803494,-98.899608

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Carries road over unnamed creek
Design: truss/pony/warren/alt-verticals
Design Details: Warren pony truss with alternating verticals
Total Length: 90.0 Feet
Span Length: 90.0 Feet

Overview: Warren pony truss with alternating verticals bridge over unnamed creek on private road
History:
Built:

Location: Stephens County

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244602

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Brackenridge Pony Truss

Google Earth

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CR 178 Bridge

Status: Derelict/abandoned

Location: 32.886000,-98.886997

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Carries road over unnamed creek
Design: truss/through/pratt
Design Details: Pratt through truss with timber deck and stringer approaches.
Total Length: 150.0 Feet
Span Length: 100.0 Feet

Overview: Abandoned truss bridge over unnamed creek on road
History:
Built:

Location: Stephens County

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244603

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Old CR178 Bridge

Google Earth

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Caddo Pony Truss

Status: Derelict/abandoned

Location: 32.716933,-98.666653

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Carries road over unnamed creek
Design: truss/pony/warren/alt-verticals
Design Details: Warren pony truss with alternating verticals
Total Length: 60.0 Feet
Span Length: 60.0 Feet

Overview: Abandoned warren pony truss with alternating verticals bridge over unnamed creek on road
History:
Built:

Location: Stephens County

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244604

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Caddo Pony Truss

Google Earth

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Old CR 280 Bridge

Status: Intact and possibly in use. Likely on private property.

Location: 32.908764,-99.069100

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Carries road over Clear Fork Brazzos
Design: suspension/wire
Design Details: Wire/cable suspension
Total Length: 290.0 Feet
Span Length: 290.0 Feet

Overview: Wire suspension bridge over Clear Fork Brazzos on road
History:
Built:

Location: Stephens County

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244605

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Unknown suspension bridge

Google Earth

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"Mile-Long Bridge"

Status: Open to traffic - under construction October 2019

Location: 32.767478,-99.006789

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Carries US 180 over Hubbard Creek Lake
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 3751.2 Feet
Span Length: 89.9 Feet

Overview: Bridge over Hubbard Creek Lake on US 180
History: Built 1962
Built: 1962

Location: Stephens County

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457198

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"Mile-Long Bridge"

"Mile-Long Bridge"

Photo taken by Dwayne Dove in October 2019


Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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