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FM over JORDAN CREEK

Map 

Coordinates:
+42.63611, -96.41944
42°38'10" N, 96°25'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over JORDAN CREEK
Structure number:000000000250070
Location:083432702
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:48.9 ft. [14.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
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]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:90 [as of 2012]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:27.8 tons [25.3 metric tons]
Inventory rating:17.1 tons [15.5 metric tons]
Sufficiency rating:65.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201565.4FairGoodGoodSatisfactory-90
April 201365.4FairGoodGoodSatisfactory-90
May 201165.4FairGoodGoodSatisfactory-80
May 200965.2FairGoodGoodSatisfactory-80
May 200750.0FairVery GoodVery GoodSatisfactoryFO100
May 200550.0FairVery GoodVery GoodSatisfactoryFO100
June 200350.0FairVery GoodVery GoodSatisfactoryFO80
June 200150.0FairVery GoodVery GoodSatisfactoryFO80
April 199950.0FairVery GoodVery GoodSatisfactoryFO100
January 199750.0FairVery GoodVery GoodSatisfactoryFO100
April 199550.0FairVery GoodVery GoodSatisfactoryFO60
May 199350.0FairVery GoodVery GoodSatisfactoryFO60
March 199150.0FairVery GoodVery GoodSatisfactoryFO55