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Bridges Found: 10


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Davis Creek Bridge

Status: Open to traffic

Location: 41.400080,-98.698415

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Carries Davis Creek Road over Davis Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 61.0 Feet
Span Length: 60.0 Feet

Overview: Pony truss bridge over Davis Creek on Davis Creek Road, 4.5 mi. south of Scotia
History: Built 1920
Built: 1920

Location: Greeley County

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Dry Creek Bridge

Status: Replaced by a new bridge

Location: 41.429993,-98.597520

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Carries Salem Road over Dry Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 60.0 Feet
Span Length: 59.1 Feet

Overview: Lost pony truss bridge over Dry Creek on Salem Road, 5 mi. east and 2.5 mi. south of Scotia
History: Built 1920; replaced 2003
Built: 1920

Location: Greeley County

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East Branch Spring Creek Bridge

Status: Open to traffic

Location: 41.465987,-98.413362

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Carries County road over East Branch Spring Creek
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 92.9 Feet
Span Length: 68.9 Feet

Overview: Pony truss bridge over East Branch Spring Creek on a county road, 4 mi. north and .5 mi. west of Wolbach
History: Built ca. 1935
Built: ca. 1935

Location: Greeley County

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Freeman Creek Bridge

Status: Replaced by a new bridge

Location: 41.639231,-98.300794

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Carries 509 A Avenue over Freeman Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 81.0 Feet
Span Length: 80.1 Feet

Overview: Lost pony truss bridge over Freeman Creek on 509 A Avenue, 3 mi. south and 3.5 mi. east of Spalding
History: Built 1930
Built: 1930

Location: Greeley County

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Branch of Cedar River Bridge

Status: Open to traffic

Location: 41.690188,-98.384213

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Carries College Inn Road over Branch of Cedar River
Design: truss/pony
Design Details: Pony truss
Total Length: 85.0 Feet
Span Length: 49.9 Feet

Overview: Pony truss bridge over a branch of Cedar River on College Inn Road, 1 mi. west of Spalding
History: Built 1952
Built: 1952

Location: Greeley County

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West Branch Spring Creek Bridge

Status: Replaced by a new bridge

Location: 41.457516,-98.477386

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Carries 501st Avenue over West Branch Spring Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 49.9 Feet
Span Length: 48.9 Feet

Overview: Lost pony truss bridge over West Branch Spring Creek on 501st Avenue, 4 mi. northwest of Wolbach
History: Built 1920; replaced 2003
Built: 1920

Location: Greeley County

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West Branch Spring Creek Bridge

Status: Replaced by a new bridge

Location: 41.433728,-98.434942

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Carries COLL 7579 over West Branch Spring Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 50.9 Feet
Span Length: 49.9 Feet

Overview: Lost pony truss bridge over West Branch Spring Creek on COLL 7579, 4.5 mi. east and 9 mi. south of Greeley
History: Built ca. 1935; replaced 2014
Built: ca. 1935

Location: Greeley County

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Cottonwood Greens Golf Course Bridge

Status: Open to traffic

Location: 41.679779,-98.372188

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Carries Golf Course Trail over Cedar River
Design: truss/pony
Design Details: Pony truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet

Overview: Pony truss bridge over Cedar River on Golf Course Trail
History:
Built:

Location: Greeley County

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Cedar River Bridge

Status: Open to traffic

Location: 41.686194,-98.387407

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Carries 505th Avenue over Cedar River
Design: beam/stringer/wood
Design Details: Timber stringer
Total Length: 118.1 Feet
Span Length: 22.0 Feet

Overview: Timber stringer bridge over Cedar River on 505th Avenue
History: Built ca. 1920
Built: ca. 1920

Location: Greeley County

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Cedar River Bridge

Status: Open to traffic

Location: 41.738156,-98.502850

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Carries 499th Avenue over Cedar River
Design: girder
Design Details: Girder
Total Length: 101.1 Feet
Span Length: 49.9 Feet

Overview: Girder bridge over Cedar River on 499th Avenue
History: Built ca. 1930
Built: ca. 1930

Location: Greeley 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.

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