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FORT ST/FAU 5082 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.30669, -96.04920
41°18'24" N, 96°02'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FORT ST/FAU 5082 over LITTLE PAPILLION CREEK
Structure number:U182521425
Location:FORT ST @ 88TH ST
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,718 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:54.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood1171854.9
May 2014GoodGoodVery GoodGood1440050.8
May 2012FairSatisfactoryVery GoodGood1440064.6
April 2011FairSatisfactoryVery GoodGood1610065.0
May 2010FairSatisfactoryVery GoodGood1610065.0
June 2008FairSatisfactoryVery GoodGood1485065.2
June 2006FairSatisfactoryVery GoodGood1790077.4
August 2004GoodGoodVery GoodGood1820077.3
September 2002GoodGoodVery GoodGood1860077.3
September 2000GoodGoodVery GoodGood1800077.3
September 1998GoodGoodVery GoodGood1800077.3
April 1996GoodGoodVery GoodGood1875077.2
July 1994FairGoodVery GoodSatisfactory1525078.1
February 1992FairGoodVery GoodSatisfactory1360078.2