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84TH ST/FAU 5023 over BIG PAPILLION CREEK

Map

Coordinates:
+41.22716, -96.04311
41°13'38" N, 96°02'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:84TH ST/FAU 5023 over BIG PAPILLION CREEK
Structure number:U182504515
Location:84TH @ GROVER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.0 ft. [31.4 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,600 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:65.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodGood3060065.9
May 2016GoodVery GoodVery GoodGood3060065.9
May 2014GoodVery GoodVery GoodGood3060065.9
May 2012GoodGoodVery GoodVery Good3060066.3
April 2010GoodGoodVery GoodVery Good3950066.9
December 2008GoodVery GoodVery GoodVery Good3950066.9
September 2006PoorPoorSatisfactoryFair3980057.9
November 2004PoorPoorGoodSatisfactory4210067.9
October 2002FairFairGoodGood4940069.9
September 2000FairFairGoodGood3750080.8
September 1998FairFairGoodGood3750080.8
November 1996FairFairGoodGood3510081.0
October 1994FairFairGoodGood3530081.8
June 1992FairSatisfactoryGoodGood3780090.1
October 1990FairSatisfactoryGoodGood3780090.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5002,24532520
Steel Protective Coatingsq. ft.21,75017,5203,4807500
Deck
Reinforced Concrete Decksq. ft.19,71318,5831,13000
Substructure
Reinforced Concrete Pier Walllinear ft.164164000
Reinforced Concrete Abutmentlinear ft.1847867390
Reinforced Concrete Pile Cap/Footinglinear ft.8080000
Steel Pileeach386386000
Bearings
Elastomeric Bearingeach2424000
Movable Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.504050400