FAS 3150 over AOWA CREEK


+42.56871, -96.73227
42°34'07" N, 96°43'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 3150 over AOWA CREEK
Structure number:C002602030P
Location:JCT N9/N12 1.5W 1.5N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:200 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:55.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201555.2GoodGoodVery GoodVery GoodFO200
October 201355.2GoodGoodVery GoodVery GoodFO200
October 201156.6GoodGoodVery GoodVery GoodFO195
October 200956.6GoodGoodVery GoodVery GoodFO215
November 200748.1GoodGoodVery GoodVery GoodFO215
October 200548.1GoodGoodVery GoodVery GoodFO250
November 200348.1GoodGoodVery GoodVery GoodFO250
November 200148.1GoodGoodVery GoodVery GoodFO255
November 199948.1GoodGoodVery GoodVery GoodFO255
November 199748.1GoodGoodVery GoodVery GoodFO250
November 199548.0GoodGoodVery GoodVery GoodFO340
November 199348.0GoodGoodVery GoodVery GoodFO335
January 199248.0GoodGoodVery GoodVery GoodFO335
October 199041.7GoodGoodVery GoodVery GoodSD335