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COUNTY HIGHWAY over DAVIS CREEK

Map

Coordinates:
+41.16333, -97.51000
41°09'48" N, 97°30'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY HIGHWAY over DAVIS CREEK
Structure number:C007203205
Location:1.5SE OF OSCEOLA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodVery GoodSatisfactory5095.8
December 2015FairGoodVery GoodSatisfactory5095.9
November 2013FairGoodVery GoodSatisfactory5095.9
November 2011FairGoodVery GoodSatisfactory5096.0
October 2009FairSatisfactoryVery GoodSatisfactory5096.0
November 2007FairSatisfactoryVery GoodSatisfactory5096.0
October 2005FairFairVery GoodSatisfactory5095.0
December 2003FairFairVery GoodSatisfactory5095.0
November 2001FairFairVery GoodSatisfactory5095.0
November 1999FairFairVery GoodGood5095.0
November 1997FairFairVery GoodGood5095.0
November 1995FairFairVery GoodVery Good5095.0
November 1993GoodExcellentVery GoodVery Good5097.0
October 1991GoodExcellentVery GoodVery Good5097.0