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Bridges Found: 5


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Portneuf River Bridge

Status: Removed

Location: 42.787222,-111.979167

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Carries Rocky Ford Road over Portneuf River
Design: truss/through
Design Details: Through truss
Total Length: 63.0 Feet
Span Length: 61.0 Feet

Overview: Through truss bridge over Portneuf River on Rocky Ford Road
History: Built 1930
Built: 1930

Location: Caribou County

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UP - Grace Pegram Truss Bridge

Status: Derelict/abandoned

Location: 42.584944,-111.735667

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Carries Union Pacific Railroad over Bear River
Design: truss/through/pegram
Design Details: Pegram through truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet

Overview: Pegram through truss bridge over Bear River on Union Pacific Railroad
History: Built 1894 at Georgetown, Idaho; relocated here ca. 1913
Built: 1894

Location: Caribou County

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376715

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NRHP Nomination Form

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Grace Aqueduct

Status:

Location: 42.585954,-111.731193

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Carries Aqueduct over Bear River
Design: arch/deck/closed
Design Details: Long multi-span closed spandrel arch.
Total Length: 0.0 Feet
Span Length: 0.0 Feet

Overview: Closed-spandrel arch bridge carrying an Acqueduct over Bear River
History:
Built:

Location: Caribou County

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Blackfoot River Bridge

Status: Replaced by new bridge

Location: 42.767329,-111.446967

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Carries North Trail Road over Blackfoot River
Design: truss/pony/warren
Design Details: Warren pony truss
Total Length: 63.0 Feet
Span Length: 60.0 Feet

Overview: Lost Warren pony truss bridge over Blackfoot River on North Trail Road
History: Built Ca. 1900, Replaced 2001
Built:

Location: Caribou County

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196409

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Overall View Of The Bridge Facing North

Photo taken by Historic American Engineering Record

196410

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Elevation View Of East Side Of Bridge Facing South

Photo taken by Historic American Engineering Record

196411

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Elevation View Of East Side Of Bridge Facing North

Photo taken by Historic American Engineering Record

196412

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Elevation View Of West Side Of Bridge Facing South

Photo taken by Historic American Engineering Record

196413

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Elevation View Of West Side Of Bridge Facing North

Photo taken by Historic American Engineering Record

196414

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Bridge Approach Facing South

Photo taken by Historic American Engineering Record

196415

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Bridge Approach Facing North

Photo taken by Historic American Engineering Record

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Last Chance Canal Tunnel & Bridge.

Status:

Location: 42.600060,-111.709245

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Carries Canal over Bear Biver
Design: arch/pony/concrete
Design Details: Concrete pony arch with steel truss and supports
Total Length: 0.0 Feet
Span Length: 0.0 Feet

Overview: Bridge over Bear Biver for Canal
History: Built 1899
Built: 1899

Location: Caribou County

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245826

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Last Chance Canal Bridge

Concrete pony arch over Bear River {remains of old Bridge}, the canal now runs thru a steel truss on steel supports & lags, Concrete abutments. the canal exits the hand excavated basalt rock tunnel to the left to enter the bridge.

Photo taken by Jolly Goodfellow

245827

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Last Chance Canal Diversion Dam

the bear River is to the right and the last Chance Canal to the left.

Photo taken by Jolly Goodfellow

245828

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Last Chance Canal Tunnel

hand excavated basalt rock tunnel that leads to the Bridge on the other side of the hill.

Photo taken by Jolly Goodfellow

245829

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Last Chance Canal Bridge

Concrete pony arch over Bear River {remains of old Bridge}, the canal now runs thru a steel truss on steel supports & lags, Concrete abutments. the canal exits the hand excavated basalt rock tunnel to the left to enter the bridge.

Photo taken by Jolly Goodfellow

245830

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Last Chance Canal Bridge

Concrete pony arch over Bear River {remains of old Bridge} you can see were the supports use to be for the older bridge that once was at this location. The canal now runs thru a steel truss on steel supports & lags, Concrete abutments.

Photo taken by Jolly Goodfellow in December 2012


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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