Photos 

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View Of Bridge, Looking Downstream From Northwest

Photos taken December 1988 by Lloyd Grotjan

Photo taken by Historic American Engineering Record

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View Of Main Span, Looking Upstream From Southeast

Photo taken by Historic American Engineering Record

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Closeup View Of Main Span, Looking Upstream

Photo taken by Historic American Engineering Record

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View Of South Portal

Photo taken by Historic American Engineering Record

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View Of North Portal

Photo taken by Historic American Engineering Record

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View Of North Abutment

Photo taken by Historic American Engineering Record

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View Showing North Abutment And Underside

Photo taken by Historic American Engineering Record

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View Of South Abutment

Photo taken by Historic American Engineering Record

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View Showing Underside Of Bridge, Looking From The North

Photo taken by Historic American Engineering Record

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View Showing Portal Connection

Photo taken by Historic American Engineering Record

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Map 

Vicinity Map

Vicinity map

Map links:

Facts 

Overview
Lost skewed through truss bridge over North Fork Salt River (Brashear Ditch) on CR 285 (Old Grade Road) south of Brashear
Location
Adair County, Missouri
Status
Replaced by a concrete bridge
History
Built 1924; replaced 1989
Design
Riveted, 7-panel Pratt through truss with a 45 degree skew
Dimensions
Total length: 160.0 ft.
Deck width: 14.0 ft.
Approximate latitude, longitude
+40.13004, -92.38348   (decimal degrees)
40°07'48" N, 92°23'01" W   (degrees°minutes'seconds")
Approximate UTM coordinates
15/552526/4442372 (zone/easting/northing)
Land survey
T. 62 N., R. 13 W., Sec. 32
USGS topographic map
Brashear
Inventory number
BH 20692 (Bridgehunter.com ID)

Categories 

7-panel truss (100)
Adair County, Missouri (12)
Built 1924 (356)
Built during 1920s (4,800)
HAER documented (370)
Lost (1,968)
Missouri (2,598)
Owned by county (14,358)
Pratt through truss (976)
Pratt truss (1,666)
Replaced by new bridge (837)
Riveted (381)
Through truss (5,551)
Total length 125-175 feet (2,737)
Truss (16,266)

Update Log 

Sources 

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