Status: In storage or disassembled
Location: 36.193889,-76.466111
Carries Business US 17 over Perquimans River
Design: truss/through/polygonal
Design Details: Swing Warren through truss
Total Length: 640.1 Feet
Span Length: 161.1 Feet
Overview: Swing bridge over Perquimans River on Business US 17 in Hertford
History: Built 1929
Built: 1928
Location: Perquimans County
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205509
Photo taken by Irma Hale in July 2011
205510
Photo taken by Irma Hale in July 2011
260383
S Bridge
Drawing made by Douglas Butler
359019
SE portal
Photo taken by Royce and Bobette Haley in July 2016
359020
Looking NW
Photo taken by Royce and Bobette Haley in March 2016
359021
Detail
Photo taken by Royce and Bobette Haley in July 2016
359022
Detail
Photo taken by Royce and Bobette Haley in July 2016
359023
Detail
Photo taken by Royce and Bobette Haley in July 2016
359024
Detail
Photo taken by Royce and Bobette Haley in July 2016
359025
Detail
Photo taken by Royce and Bobette Haley in March 2016
359026
Detail
Photo taken by Royce and Bobette Haley in July 2016
359027
Detail
Photo taken by Royce and Bobette Haley in July 2016
359028
Detail
Photo taken by Royce and Bobette Haley in July 2016
359029
Detail
Photo taken by Royce and Bobette Haley in March 2016
359030
Detail
Photo taken by Royce and Bobette Haley in July 2016
359031
Detail
Photo taken by Royce and Bobette Haley in March 2016
359032
Detail
Photo taken by Royce and Bobette Haley in March 2016
359033
Looking SE
Photo taken by Royce and Bobette Haley in March 2016
359034
Looking NW-NW approach
Photo taken by Royce and Bobette Haley in March 2016
359035
Detail
Photo taken by Royce and Bobette Haley in March 2016
359036
Detail
Photo taken by Royce and Bobette Haley in March 2016
359037
Detail
Photo taken by Royce and Bobette Haley in July 2016
359038
NW portal
Photo taken by Royce and Bobette Haley in July 2016
404542
Bridgemapper.com photo
Photo taken by Todd Wilson in 2007
Status: Open to traffic
Location: 36.183971,-76.465978
Carries US-17 BUS over Raccoon Creek
Design: girder
Design Details: Girder
Total Length: 421.0 Feet
Span Length: 29.9 Feet
Overview: Girder bridge over Dirt (Creek?) on US-17 BUS
History: Built 1929; rehabilitated 2009
Built: 1929
Location: Perquimans County
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350297
Looking NW
Photo taken by Royce and Bobette Haley in March 2016
350298
Looking NW
Photo taken by Royce and Bobette Haley in March 2016
350299
Looking NW
Photo taken by Royce and Bobette Haley in March 2016
Status: Open to traffic
Location: 36.202864,-76.457157
Carries US-17 BUS over Brights Mill Creek
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 160.1 Feet
Span Length: 20.0 Feet
Overview: Steel stringer bridge over Brights Mill Creek on US-17 BUS
History: Built 1940
Built: 1940
Location: Perquimans County
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Status: Open to traffic
Location: 36.189328,-76.455983
Carries Us17 Sbl over Perquimans River
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 2901.1 Feet
Span Length: 79.1 Feet
Overview: Steel stringer bridge over Perquimans River on Us17 Sbl
History: Built 1965; rehabilitated 2009
Built: 1965
Location: Perquimans County
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319719
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
319720
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
319721
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
Status: Open to traffic
Location: 36.189269,-76.455817
Carries Us17 Nbl over Perquimans River
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 2902.0 Feet
Span Length: 119.1 Feet
Overview: Steel stringer bridge over Perquimans River on Us17 Nbl
History: Built 1994
Built: 1994
Location: Perquimans County
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319716
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
319717
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
319718
Perquimans River Bridge
Photo taken by Irma Hale in July 2011
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.
