Status: Replaced by a steel culvert.
Location: 33.492778,-95.273333
Carries CR 1150 over Branch Mustang Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 42.0 Feet
Span Length: 40.0 Feet
Overview: Pony truss bridge over Branch Mustang Creek on CR 1150
History: Built 1942
Built: 1942
Location: Red River County
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Status: No longer exists
Location: 33.606944,-95.306389
Carries CR 167 over Cuthand Creek
Design: truss/through
Design Details: Through truss
Total Length: 78.1 Feet
Span Length: 78.1 Feet
Overview: Lost through truss bridge over Cuthand Creek on CR 167
History: Built ca. 1910; replaced 2002
Built: ca. 1910
Location: Red River County
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Status: No longer exists
Location: 33.445833,-95.251389
Carries CR 110 over Mustang Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 60.0 Feet
Span Length: 59.1 Feet
Overview: Lost pony truss bridge over Mustang Creek on CR 110
History: Built 1937; replaced 2002
Built: 1937
Location: Red River County
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Status: Open to traffic
Location: 33.474722,-94.871389
Carries CR 44 over Shawnee Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 60.0 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over Shawnee Creek on CR 344
History: Built 1950
Built: 1950
Location: Red River County
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Status: No longer exists
Location: 33.598611,-94.940833
Carries CR 3210 over White Rock Creek
Design: truss
Design Details: Truss
Total Length: 71.9 Feet
Span Length: 71.9 Feet
Overview: Lost truss bridge over White Rock Creek on CR 3210
History: Built 1935; replaced 2003
Built: 1935
Location: Red River County
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Status: Replaced by new bridge
Location: 33.505000,-95.170833
Carries CR 146 over Line Branch
Design: truss/pony
Design Details: Pony truss
Total Length: 58.1 Feet
Span Length: 58.1 Feet
Overview: Lost pony truss bridge over Line Branch on CR 146
History: Built 1927; rehabilitated 1989; replaced 2002
Built: 1927
Location: Red River County
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Status: Replaced by new bridge
Location: 33.856389,-95.207222
Carries CR 242 over Pine Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 65.9 Feet
Span Length: 39.0 Feet
Overview: Lost pony truss bridge over Pine Creek on CR 242
History: Built 1946; replaced 1996
Built: 1946
Location: Red River County
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Status: Sitting in place with deck removed and aproaches missing
Location: 33.390357,-95.062272
Carries Titus County 1905 and Red River County 1412 over Sulphur River
Design: truss/pony/polygonal/alt-verticals
Design Details: Pony truss with 15' sides.
Total Length: 144.0 Feet
Span Length: 100.1 Feet
Overview: Abandoned pony truss bridge over Sulphur River on old alignment of CR 347
History: Built ca. 1930; replaced by new bridge in 1994 and abandoned
Built: ca. 1930
Location: Red River County
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195153
Meadow's Curve Bridge with Christian Rock Group the Miracles
AH the seventies. Thanks to Gary Neil for the photos. Here at least is a photo of the bridge. Taken from Southeast to Northwest
Photo from collection of Gary Neil
195154
Miracles standing on bridge aproach
AH the seventies. Thanks to Gary Neil for the photo. This is the south approach to the bridge.
Photo from collection of Gary Neil
195500
Looking North West
Photo taken by Wayne Kizziar in March 2011
195501
Looking North East
Photo taken by Wayne Kizziar in March 2011
195502
Overview Looking North East
Photo taken by Wayne Kizziar in March 2011
195503
From Below Looking N/E
Photo taken by Wayne Kizziar in March 2011
195504
From Above Looking N/E
Photo taken by Wayne Kizziar in March 2011
195505
Close-Up Of Truss Looking N/E
Photo taken by Wayne Kizziar in March 2011
195506
Looking South From North Bank
Photo taken by Wayne Kizziar in March 2011
195507
Looking South East
Photo taken by Wayne Kizziar in March 2011
195508
Looking East
This is the spot where the Miracles were standing in the first photo above.
Photo taken by Wayne Kizziar in March 2011
195509
Overview Looking West
Photo taken by Wayne Kizziar in March 2011
285944
Bridge circa 1965
Picture taken of this bridge at its heyday
Photo taken by Paula Barnard Vaughan (1965)
Status: Open to traffic
Location: 33.367778,-95.240000
Carries Sh 37 over Sulphur River
Design: beam/stringer
Design Details: Stringer
Total Length: 960.0 Feet
Span Length: 80.1 Feet
Overview: Stringer bridge over Sulphur River on Sh 37
History: Built 1973
Built: 1973
Location: Red River County
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Status: Open to traffic
Location: 33.609722,-95.050278
Carries S. Walnut St (FM 909) over Delaware Creek
Design: beam/tee
Design Details: Concrete tee beam
Total Length: 29.9 Feet
Span Length: 28.9 Feet
Overview: Concrete tee beam bridge over Delaware Creek on S. Walnut St (FM 909) in Clarksville
History: Built 1940 by WPA
Built: 1940
Location: Red River County
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140763
North Approach
Photo taken by David Backlin in May 2009
140764
South Approach
Photo taken by David Backlin in May 2009
140765
Side View
Photo taken by David Backlin in May 2009
140766
WPA Plaque
Photo taken by David Backlin in May 2009
Status: Open to traffic
Location: 33.610000,-95.051111
Carries Cedar & Church Sts over Delaware Creek
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 20.0 Feet
Span Length: 20.0 Feet
Overview: Steel stringer bridge over Delaware Creek on Cedar Street and Church St in Clarksville
History: Built 1935
Built: 1935
Location: Red River County
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Status: Open to traffic
Location: 33.621944,-95.051944
Carries US 82 over SH 37
Design: beam/stringer
Design Details: Stringer
Total Length: 220.2 Feet
Span Length: 120.1 Feet
Overview: Stringer bridge over SH 37 on US 82 in Clarksville
History: Built 2005
Built: 2005
Location: Red River County
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Status: Open to pedestrians
Location: 33.612478,-95.052927
Carries a pedestrian path over
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Pratt pony truss bridge on a pedestrian path
History:
Built:
Location: Red River County
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210979
Overview
http://www.topix.com/forum/city/clarksville-tx/T9B08VUSLKAG8NL1F
211003
Oblique 1
Photo taken by Wayne Kizziar in August 2005
211004
Oblique 2
Photo taken by Wayne Kizziar in August 2005
211005
Deck 1
Photo taken by Wayne Kizziar in August 2005
211006
Oblique 3
Photo taken by Wayne Kizziar in August 2005
211007
Deck 2
Photo taken by Wayne Kizziar in August 2005
211008
Vertical With V-Lacing
Photo taken by Wayne Kizziar in August 2005
Status: Open to traffic
Location: 33.612087,-95.052865
Carries Commanche St over Delaware Creek
Design: culvert/concrete
Design Details: Concrete culvert
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Concrete culvert bridge over Delaware Creek on Commanche St
History:
Built:
Location: Red River County
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421481
Looking West
Photo taken by David Backlin in May 2017
Status: Open to traffic
Location: 33.610681,-95.052622
Carries Main, St (US 82 Business) over Delaware Creek
Design: beam/tee
Design Details: Concrete tee beam
Total Length: 57.1 Feet
Span Length: 27.9 Feet
Overview: Concrete tee beam bridge over Delaware Creek on Main, St (US 82 Business)
History: Built 1934
Built: 1934
Location: Red River County
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Status: Open to traffic
Location: 33.614758,-95.054056
Carries Houston St over Delaware Creek
Design: slab
Design Details: Slab
Total Length: 28.9 Feet
Span Length: 14.1 Feet
Overview: Slab bridge over Delaware Creek on Houston St
History: Built 1938
Built: 1938
Location: Red River County
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Status: Open to traffic
Location: 33.615960,-95.055207
Carries Stacey Dillard Blvd over Delaware Creek
Design: slab
Design Details: Slab
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Slab bridge over Delaware Creek on Stacey Dillard Blvd
History:
Built:
Location: Red River County
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Status: No longer exists
Location: 33.864149,-95.030960
Carries TX 37 / OK 37 over Red River
Design: ferry
Design Details: Ferry crossing
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Lost Ferry across Red River on TX 37 / OK 37
History: Lost circa 1950
Built:
Location: Red River County
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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.
