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N38 over BIG PAPILLION CREEK

Map

Coordinates:
+41.23397, -96.05541
41°14'02" N, 96°03'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N38 over BIG PAPILLION CREEK
Structure number:U182500522
Location:0W 90TH ST OMAHA
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:1986
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,100 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:49.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair2610049.8
May 2016FairSatisfactorySatisfactoryFair2610049.8
May 2014FairSatisfactorySatisfactoryFair2610049.8
May 2012FairSatisfactorySatisfactorySatisfactory2610070.3
May 2010FairSatisfactorySatisfactorySatisfactory4010067.6
December 2008FairFairSatisfactoryFair3820054.1
November 2006FairFairSatisfactoryFair4050048.6
June 2004FairSatisfactoryGoodSatisfactory4483560.8
February 2002GoodVery GoodVery GoodGood3982561.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3992,28701120
Steel Protective Coatingsq. ft.27,840027,5323080
Deck
Reinforced Concrete Decksq. ft.20,11018,8461,0062580
Substructure
Reinforced Concrete Pier Walllinear ft.158156020
Reinforced Concrete Abutmentlinear ft.252002520
Reinforced Concrete Pile Cap/Footinglinear ft.7676000
Steel Pileeach1451130284
Bearings
Movable Bearingeach2480160
Fixed Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.599005990
Deck
Reinforced Concrete Slabsq. ft.3,3532,2328352860