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M AVE./RD. 390 over STREAM

Map

Coordinates:
+38.72453, -96.35028
38°43'28" N, 96°21'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M AVE./RD. 390 over STREAM
Structure number:000560925104760
Location:5.5N 5.0W OF BUSHONG
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2007]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:60.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$61,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryGoodGood5060.6
April 2017FairSatisfactoryGoodSatisfactory5062.9
February 2017FairSatisfactoryGoodGood5060.6
April 2015FairSatisfactoryGoodGood5067.9
March 2013FairSatisfactorySatisfactorySatisfactory5072.2
June 2011FairSatisfactorySatisfactorySatisfactory5072.2
June 2009FairSatisfactorySatisfactorySatisfactory5072.2
May 2007FairSatisfactorySatisfactorySatisfactory5072.2
January 2005FairSatisfactorySatisfactorySatisfactory5072.2
January 2003FairSatisfactorySatisfactorySatisfactory5070.5
May 2001FairSatisfactorySatisfactorySatisfactory5070.5
February 1999FairSatisfactorySatisfactorySatisfactory5070.7
June 1997FairSatisfactorySatisfactorySatisfactory5070.7
May 1995FairSatisfactorySatisfactorySatisfactory5070.5
April 1993FairSatisfactorySatisfactorySatisfactory5070.5
April 1991FairSatisfactorySatisfactorySatisfactory5070.5