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JAGUAR ST over E FK CHARITON RVR

Map 

Coordinates:
+39.71485, -92.49748
39°42'53" N, 92°29'51" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:JAGUAR ST over E FK CHARITON RVR
Structure number:24937
Old structure number:582AR10 061 (from 1992 edition)
Location:S 29 T 57 N R 14 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1960
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:35 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:89.1 tons [81.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.7

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:35 [as of 1998]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:89.1 tons [81.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.7

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:35 [as of 1990]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:Scour calculation/evaluation has not been made. [6]
Inventory rating:89.1 tons [81.0 metric tons]
Sufficiency rating:81.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$264,000