Photos 

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West side

These photos were taken Oct. 2005 by Todd Baslee from a boat
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East side

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Underneath main span

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Lower joints

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Old abutment

This massive stone abutment, located on the south bank just upstream, is the site of an even older bridge.
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Overview

These photos were taken Oct. 2004 by the webmaster from the north bank
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View from east

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Oblique view of west side

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Northern approach

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Pony truss

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Middle concrete pier

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Underneath the approach

Map 

Vicinity Map

Vicinity map

Map links:

Facts 

Overview
Through truss bridge over Lamine River on MO 41
Location
Cooper County, Missouri
Status
Open to traffic
History
Built 1933, replacing an earlier bridge
Design
From north to south:
Two steel stringer approach spans
One riveted, Warren pony truss
One riveted, 10-panel Parker through truss
One riveted, Warren pony truss
Dimensions
Length of largest span: 201.1 ft.
Total length: 522.8 ft.
Deck width: 22.0 ft.
Vertical clearance above deck: 16.4 ft.
Approximate latitude, longitude
+38.94044, -92.87111   (decimal degrees)
38°56'26" N, 92°52'16" W   (degrees°minutes'seconds")
Approximate UTM coordinates
15/511170/4310175 (zone/easting/northing)
Land survey
T. 48 N., R. 18 W., Sec. 10
USGS topographic map
Billingsville
Inventory numbers
MoDOT K-236 (Missouri Dept. of Transportation bridge number)
MONBI 5726 (Missouri bridge number on the National Bridge Inventory)
BH 21354 (Bridgehunter.com ID)
Inspection (as of 10/2005)
Deck condition rating: Fair (5 out of 9)
Superstructure condition rating: Fair (5 out of 9)
Substructure condition rating: Satisfactory (6 out of 9)
Appraisal: Structurally deficient
Sufficiency rating: 20.6 (out of 100)
Average daily traffic (as of 2005)
1,294

Categories 

Built 1933 (334)
Built during 1930s (5,230)
Cooper County, Missouri (48)
Lamine River (Missouri) (12)
Missouri (2,450)
Open (21,823)
Owned by state (6,645)
Parker truss (445)
Riveted (374)
Span length 175-250 feet (1,031)
Structurally deficient (10,852)
Through truss (5,419)
Total length 500-1000 feet (1,026)
Truss (16,067)

Update Log 

Sources 

Comments 

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