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72ND ST/FAU 5037 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.25048, -96.02395
41°15'02" N, 96°01'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:72ND ST/FAU 5037 over LITTLE PAPILLION CREEK
Structure number:U182504725
Location:OMAHA 72ND @ PACIFIC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:114.8 ft. [35.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2000
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:Good
Status:Open, no restriction [A]
Average daily traffic:45,000 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:77.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood4500077.9
May 2016GoodGoodGoodGood4500077.9
May 2014GoodGoodGoodGood4500077.9
May 2012GoodGoodGoodGood4500080.6
May 2010GoodGoodGoodGood5560078.0
February 2008GoodGoodGoodGood4380079.9
June 2006GoodGoodGoodGood4130080.7
July 2004GoodGoodGoodGood4160080.6
December 2002GoodGoodGoodGood4330080.1
September 2000GoodGoodGoodGood4040089.0
October 1998GoodGoodGoodGood4040093.2
June 1996GoodGoodGoodGood3805093.4
October 1994GoodGoodGoodGood3760095.2
July 1992GoodGoodGoodGood4095094.9
October 1990GoodGoodVery GoodVery Good4095094.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,9361,9042660
Steel Protective Coatingsq. ft.13,60012,874630960
Deck
Reinforced Concrete Decksq. ft.13,91213,3342783000
Substructure
Reinforced Concrete Pier Walllinear ft.244242020
Reinforced Concrete Abutmentlinear ft.334641681020
Reinforced Concrete Pile Cap/Footinglinear ft.248248000
Steel Pileeach219219000
Reinforced Concrete Pier Caplinear ft.260258020
Bearings
Movable Bearingeach6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2440196480