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FIDDLE CR RD over FIDDLE CR

Map 

Coordinates:
+38.52833, -90.77700
38°31'42" N, 90°46'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIDDLE CR RD over FIDDLE CR
Structure number:14963
Old structure number:F- 64 036 (from 1992 edition)
Location:S 27 T 44 N R 2 E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:200 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:59.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$140,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201759.4FairSatisfactorySatisfactorySatisfactoryFO200
February 201559.4FairSatisfactorySatisfactoryGoodFO200
February 201359.4FairSatisfactoryGoodGoodFO200
February 201159.4FairSatisfactoryGoodGoodFO200
February 200960.4FairSatisfactoryGoodGoodFO200
February 200760.4FairSatisfactoryGoodGoodFO200
February 200560.4FairSatisfactoryGoodGoodFO200
March 200360.4FairSatisfactoryGoodGoodFO200
February 200160.4FairSatisfactoryGoodGoodFO200
February 199960.4FairSatisfactoryGoodGoodFO175
February 199128.6GoodGoodGoodGoodSD175