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LOCAL B-2.3 over EAST OAK CREEK

Map

Coordinates:
+39.58200, -98.47861
39°34'55" N, 98°28'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL B-2.3 over EAST OAK CREEK
Structure number:000450699303580
Location:1.0S 1.3E OF DISPATCH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.6 ft. [7.2 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$280,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodVery GoodVery Good1597.0
June 2014GoodVery GoodVery GoodVery Good1597.0
May 2012GoodVery GoodVery GoodVery Good1597.0
September 2011GoodVery GoodVery GoodVery Good1597.0
June 2010GoodVery GoodVery GoodVery Good1597.0
November 2008GoodVery GoodVery GoodVery Good1597.0
May 2006GoodVery GoodVery GoodVery Good1597.0
November 2004GoodVery GoodVery GoodGood1597.0
June 2002GoodVery GoodVery GoodGood1597.0
March 2000GoodVery GoodVery GoodGood1597.0
April 1998PoorSatisfactoryPoorSatisfactory1525.0
May 1996PoorFairPoorSatisfactory1524.0
October 1994PoorFairPoorSatisfactory1524.0
April 1992PoorFairPoorSatisfactory1525.0
March 1990FairSatisfactory-Satisfactory1525.0