RD 260 929.5-502.0 over STREAM


+38.53569, -96.31089
38°32'08" N, 96°18'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RD 260 929.5-502.0 over STREAM
Structure number:000560929505020
Location:2.0N 2.5W OF AMERICUS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:1927
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:80 [as of 2007]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:92.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$53,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood8092.9
April 2017GoodGoodGoodGood8092.9
February 2017GoodGoodGoodGood8082.5
April 2015GoodGoodGoodGood8092.9
February 2013FairSatisfactoryFairSatisfactory8082.9
June 2011FairSatisfactoryFairSatisfactory8082.9
June 2009FairSatisfactoryFairSatisfactory8082.9
May 2007FairSatisfactoryFairSatisfactory8077.9
January 2005FairSatisfactoryFairSatisfactory8077.9
January 2003FairSatisfactoryFairSatisfactory8067.0
May 2001FairSatisfactoryFairSatisfactory8066.9
February 1999FairSatisfactoryFairSatisfactory8067.3
June 1997FairSatisfactoryFairSatisfactory8067.3
April 1995FairSatisfactoryFairSatisfactory8066.9
April 1993FairSatisfactoryFairSatisfactory8064.9
April 1991FairSatisfactoryFairSatisfactory8064.9