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STATE ST/FAU 5134 over KNIGHT CREEK

Map

Coordinates:
+41.33500, -96.05333
41°20'06" N, 96°03'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ST/FAU 5134 over KNIGHT CREEK
Structure number:U182521040
Location:OMAHA STATE @ 90TH
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Good7 out of 10210082.2
October 2014Good7 out of 10160082.5
October 2012Good7 out of 10160086.0
October 2010Good7 out of 10140086.1
February 2009Good7 out of 10245085.8
June 2007Good7 out of 10245098.4
December 2005Good7 out of 10140098.7
February 2003Good7 out of 10140098.7
March 2001Good7 out of 10180098.6
November 2000Good7 out of 10170098.6
February 1999Good7 out of 10170098.6
April 1997Good7 out of 10155098.6
June 1995Good7 out of 10155098.7
April 1993Good7 out of 10105098.8
April 1991Good7 out of 1080098.8