Status: Replaced by a new bridge
Location: 43.730000,-83.438056
Carries Anton Street over Sebewaing River
Design: truss/pony
Design Details: Pony truss
Total Length: 99.7 Feet
Span Length: 89.9 Feet
Overview: Pony truss bridge over Sebewaing River on Anton Street in Sebewaing
History: Built 1902
Built: 1902
Location: Huron County
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Status: Replaced by a new bridge
Location: 43.749167,-83.343056
Carries Oeschger Road over Shebeon Drain
Design: truss/pony
Design Details: Pony truss
Total Length: 42.0 Feet
Span Length: 40.0 Feet
Overview: Lost pony truss bridge over Shebeon Drain on Oeschger Road
History: Built 1915; replaced 1996
Built: 1915
Location: Huron County
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Status: Replaced by a new bridge
Location: 43.784722,-83.358333
Carries Haist Road over Shebeon Drain
Design: truss/pony
Design Details: Pony truss
Total Length: 86.0 Feet
Span Length: 83.0 Feet
Overview: Lost pony truss bridge over Shebeon Drain on Haist Road
History: Built 1915; rehabilitated 1958; replaced 2000
Built: 1915
Location: Huron County
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Status: Replaced by a new bridge
Location: 43.683611,-83.384167
Carries Bach Road over State Drain
Design: truss/pony
Design Details: Pony truss
Total Length: 47.9 Feet
Span Length: 46.9 Feet
Overview: Lost pony truss bridge over State Drain on Bach Road
History: Built 1925; rehabilitated 1967; replaced 1999
Built: 1925
Location: Huron County
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Status: Replaced by new bridge
Location: 43.948740,-83.126640
Carries Grassmere Road over Pinnebog River
Design: truss/pony/pratt
Design Details: 3 span, steel pinned connection Pratt pony truss.
"With a total bridge length of 21.9m (72'), it is an unusual for a Pratt Pony Truss bridge to be this long.
"The bridge replacement became more critical after the 1991 bridge inspection indicated the 5 ton load limit. To mitigate the adverse effect, the State Historic Preservation Office stipulated documentation of the historic bridge. This documentation was undertaken to fulfill the first stipulation of the Memorandum of Agreement."
R.S. Scott Associates
405 River Street
Alpena, MI
`
Total Length: 72.5 Feet
Span Length: 49.0 Feet
Overview: Lost Pratt pony truss bridge over Pinnebog River on Grassmere Road near Caseville
History: Built 1910; Modified 1959; Replaced 1996
Built: 1910
Location: Huron County
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121031
MI-85-1
Photo taken by Dietrich Floeter, June 1995, for HAER
121032
MI-85-2
Photo taken by Dietrich Floeter, June 1995, for HAER
121033
MI-85-3
Photo taken by Dietrich Floeter, June 1995, for HAER
121034
MI-85-4
Photo taken by Dietrich Floeter, June 1995, for HAER
121035
MI-85-5
Photo taken by Dietrich Floeter, June 1995, for HAER
121036
MI-85-6
Photo taken by Dietrich Floeter, June 1995, for HAER
121037
MI-85-7
Photo taken by Dietrich Floeter, June 1995, for HAER
121038
MI-85-8
Photo taken by Dietrich Floeter, June 1995, for HAER
121039
MI-85-9
Photo taken by Dietrich Floeter, June 1995, for HAER
121040
MI-85-10
Photo taken by Dietrich Floeter, June 1995, for HAER
121041
MI-85-11
Photo taken by Dietrich Floeter, June 1995, for HAER
121042
MI-85-11
Photo taken by Dietrich Floeter, June 1995, for HAER
121043
MI-85-12
Photo taken by Dietrich Floeter, June 1995, for HAER
121044
MI-85-13
Photo taken by Dietrich Floeter, June 1995, for HAER
121045
MI-85-14
Photo taken by Dietrich Floeter, June 1995, for HAER
121046
MI-85-15
Photo taken by Dietrich Floeter, June 1995, for HAER
121047
MI-85-16
Photo taken by Dietrich Floeter, June 1995, for HAER
121048
Index to Photographs
Photo taken by HAER
121049
Key to Photographs
Photo taken by HAER
Status: Replaced by a new bridge
Location: 43.733388,-83.451144
Carries Center Street over Sebewaing River
Design: girder/pony/curved
Design Details: Concrete curved chord through girder
Total Length: 0.0 Feet
Span Length: 75.0 Feet
Overview: Lost Concrete curved chord through girder bridge over Sebewaing River on Center Street
History:
Built:
Location: Huron County
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509245
Photo taken from Biennial Report - Michigan State Highway Department - 1922
Status: Replaced by a new bridge
Location: 43.917683,-83.243451
Carries Limerick Road over Pigeon River
Design: truss/through/pratt
Design Details: Pratt through truss
Total Length: 89.9 Feet
Span Length: 87.9 Feet
Overview: Lost Through truss bridge over Pigeon River on Limerick Road
History: Built 1900; Replaced 1995
Built: 1900
Location: Huron County
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310970
North Elevation, View South West
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310971
South Elevation, View North
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310972
East Elevation, View West
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310973
Detain Of Underside Showing Stringers And Floor Beams, View West
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310974
Detail Of East Abutment, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310975
Detail Of West Abutment, View West
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310976
East View Of Truss
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310977
West View Of Truss
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310978
Detail Of Upper Northeast Corner Of Truss, Showing Portal, Top Chord And End Post Connection, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310979
Detail Of Vertical Member On North Side, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310980
Detail Of Floor Beam, Bottom Chord And Vertical Member Connection, View Northwest
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310981
Detail Of Floor Beam, Bottom Chord And Vertical Strut Connection, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310982
Detail Of Floor Beam, Bottom Chord And Vertical Strut Connection, View Northwest
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310983
Detail Of Top Chord, Vertical Member, Top Lateral Strut And Top Laterals, View Northwest
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310984
Detail Of Top Chord, Vertical Member, Top Lateral Strut And Bracing, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310985
Detail Of End Post, End Floor Beam And Bottom Chord Connection, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
310986
Detail Of Portal With End Post And Top Chord, View Northeast
Photo taken by Dietrich Floeter for the Historic American Engineering Record
Status: Collapsed due to car colliding with bridge superstructure on or around October 22, 1962
Location: 43.862460,-83.148720
Carries Campbell Road over Pinnebog River
Design: truss/pony
Design Details: Pony truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Pony truss bridge over Pinnebog River on Campbell Road
History: Built 1910; collapsed due to collision October 1962
Built: 1910
Location: Huron County
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450045
Campbell Road - Pinnebog River Bridge
The Times Herald: October 22 1962
451647
Photo taken by Byron Miller in July 2019
451648
Photo taken by Byron Miller in July 2019
451649
Photo taken by Byron Miller in July 2019
Status: Open to pedestrians only
Location: 43.814096,-83.269070
Carries Trail (former GTW RR) over Pigeon River
Design: unknown
Design Details:
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Bridge over Pigeon River
History:
Built:
Location: Huron County
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Status: Open to traffic
Location: 43.830866,-83.289686
Carries Huron & Eastern Railway over Pigeon River
Design: girder/pony/plate
Design Details: Pony plate girder
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Pony/through plate girder bridge over Pigeon River on Huron & Eastern Railway
History:
Built:
Location: Huron 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.
