Status: Replaced by a new bridge
Location: 35.061017,-79.493820
Carries US-1 over Drowning Creek
Design: beam/tee
Design Details: Concrete tee beam
Total Length: 297.9 Feet
Span Length: 43.0 Feet
Overview: Lost Concrete tee beam bridge over Drowning Creek on US-1
History: Built 1923; rehabilitated 1943
Built: 1923
Location: Moore County
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Status: Open to traffic
Location: 35.382969,-79.485309
Carries NC-22/NC-24/NC-27 over Richland Creek
Design: beam/tee
Design Details: Concrete tee beam
Total Length: 103.0 Feet
Span Length: 35.1 Feet
Overview: Concrete tee beam bridge over Richland Creek on NC-22/NC-24/NC-27
History: Built 1920; widened in 1940
Built: 1920
Location: Moore County
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400774
Looking South
Photo taken by Royce and Bobette Haley in July 2017
400775
Looking SE
Photo taken by Royce and Bobette Haley in July 2017
400776
Looking SE
Photo taken by Royce and Bobette Haley in July 2017
400777
NE pier
Photo taken by Royce and Bobette Haley in July 2017
400778
NE abutment
Photo taken by Royce and Bobette Haley in July 2017
400779
Detail
Photo taken by Royce and Bobette Haley in July 2017
400780
Detail
Photo taken by Royce and Bobette Haley in July 2017
400781
Detail
Photo taken by Royce and Bobette Haley in July 2017
Status: Open to traffic
Location: 35.431620,-79.598919
Carries ACWR over Cabin Creek
Design: girder/pony/plate
Design Details: Pony plate girder
Total Length: 173.0 Feet
Span Length: 60.0 Feet
Overview: Pony/through plate girder bridge over Cabin Creek on ACWR
History:
Built:
Location: Moore County
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389042
Detail
Photo taken by Royce and Bobette Haley in March 2017
389041
Detail
Photo taken by Royce and Bobette Haley in March 2017
389040
Detail
Photo taken by Royce and Bobette Haley in March 2017
389039
Detail
Photo taken by Royce and Bobette Haley in March 2017
389038
Detail
Photo taken by Royce and Bobette Haley in March 2017
389037
Detail
Photo taken by Royce and Bobette Haley in March 2017
389035
Looking West
Photo taken by Royce and Bobette Haley in March 2017
389036
East abutment
Photo taken by Royce and Bobette Haley in March 2017
389033
Detail
Photo taken by Royce and Bobette Haley in March 2017
389034
Looking West
Photo taken by Royce and Bobette Haley in March 2017
389032
Detail
Photo taken by Royce and Bobette Haley in March 2017
389031
Detail
Photo taken by Royce and Bobette Haley in March 2017
389030
Looking West
Photo taken by Royce and Bobette Haley in March 2017
389029
Looking West
Photo taken by Royce and Bobette Haley in March 2017
389028
Looking West
Photo taken by Royce and Bobette Haley in March 2017
389027
Looking NW
Photo taken by Royce and Bobette Haley in March 2017
Status:
Location: 35.488224,-79.384675
Carries ACWR over Deep River
Design: girder/pony/plate
Design Details: Pony plate girder
Total Length: 678.0 Feet
Span Length: 102.0 Feet
Overview: Pony/through plate girder bridge over Deep River on AC&WRR
History:
Built:
Location: Moore County
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400972
Looking North
Photo taken by Royce and Bobette Haley in July 2017
400973
Looking NE
Photo taken by Royce and Bobette Haley in July 2017
400974
Looking NE
Photo taken by Royce and Bobette Haley in July 2017
400975
Detail
Photo taken by Royce and Bobette Haley in July 2017
400976
Looking NE
Photo taken by Royce and Bobette Haley in July 2017
400977
Looking NE
Photo taken by Royce and Bobette Haley in July 2017
400978
Looking NE
Photo taken by Royce and Bobette Haley in July 2017
400979
SW abutment
Photo taken by Royce and Bobette Haley in July 2017
400980
SW abutment
Photo taken by Royce and Bobette Haley in July 2017
400981
Detail
Photo taken by Royce and Bobette Haley in July 2017
400982
Looking East
Photo taken by Royce and Bobette Haley in July 2017
400983
Detail
Photo taken by Royce and Bobette Haley in August 2017
400984
Detail
Photo taken by Royce and Bobette Haley in July 2017
400985
Detail
Photo taken by Royce and Bobette Haley in July 2017
400986
Detail
Photo taken by Royce and Bobette Haley in July 2017
400987
Detail
Photo taken by Royce and Bobette Haley in July 2017
400988
Detail
Photo taken by Royce and Bobette Haley in July 2017
400989
Detail
Photo taken by Royce and Bobette Haley in July 2017
400990
Detail
Photo taken by Royce and Bobette Haley in July 2017
400991
Detail
Photo taken by Royce and Bobette Haley in July 2017
400992
Detail
Photo taken by Royce and Bobette Haley in July 2017
400993
Detail
Photo taken by Royce and Bobette Haley in July 2017
400994
Detail
Photo taken by Royce and Bobette Haley in July 2017
400995
Detail
Photo taken by Royce and Bobette Haley in July 2017
400996
NE approach
Photo taken by Royce and Bobette Haley in July 2017
400997
Detail
Photo taken by Royce and Bobette Haley in July 2017
400998
Detail
Photo taken by Royce and Bobette Haley in July 2017
400999
Detail
Photo taken by Royce and Bobette Haley in July 2017
401000
SW approach
Photo taken by Royce and Bobette Haley in July 2017
401001
Detail-approach/main span connection
Photo taken by Royce and Bobette Haley in July 2017
401002
Detail-previous bents
Photo taken by Royce and Bobette Haley in July 2017
Status: Open to traffic
Location: 35.245599,-79.292469
Carries CSX RR over US Business 1
Design: girder/deck/plate
Design Details: Deck plate girder
Total Length: 75.1 Feet
Span Length: 75.1 Feet
Overview: Deck plate girder bridge over US Business 1 on CSX RR
History: Built 1938
Built: 1938
Location: Moore County
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399859
Looking North
Photo taken by Royce and Bobette Haley in August 2017
399860
West abutment
Photo taken by Royce and Bobette Haley in August 2017
399861
East abutment
Photo taken by Royce and Bobette Haley in August 2017
399862
West abutment
Photo taken by Royce and Bobette Haley in August 2017
399863
East abutment
Photo taken by Royce and Bobette Haley in August 2017
399864
Looking South
Photo taken by Royce and Bobette Haley in August 2017
399865
Looking East
Photo taken by Royce and Bobette Haley in August 2017
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.
