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LOCAL 24.9-D.0 over LITTLE OSAGE RIVER

Map 

Coordinates:
+37.98982, -94.62680
37°59'23" N, 94°37'36" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:LOCAL 24.9-D.0 over LITTLE OSAGE RIVER
Structure number:000061115005760
Location:5.0E 1.0S OF FULTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:174.9 ft. [53.3 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1902
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Other [9]

2010 Inspection 

Status:Bridge closed to all traffic [K]
Average daily traffic:30 [as of 2006]
Substructure condition:Imminent Failure [1 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:Structurally deficient [1]
Sufficiency rating:16.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$278,000

2000 Inspection 

Status:Bridge closed to all traffic [K]
Average daily traffic:30 [as of 1995]
Substructure condition:Imminent Failure [1 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:Structurally deficient [1]
Sufficiency rating:16.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$278,000