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144TH ST/FAU 5001 over W BR PAPILLION CREEK

Map

Coordinates:
+41.22088, -96.13861
41°13'15" N, 96°08'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:144TH ST/FAU 5001 over W BR PAPILLION CREEK
Structure number:U182503505R
Location:144TH @ F ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:15,750 [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: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:80.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood1575080.9
May 2016GoodGoodGoodGood1575080.9
May 2014GoodGoodGoodGood1575080.9
May 2012GoodGoodGoodGood1575093.5
May 2010GoodGoodGoodGood3500090.2
March 2008GoodVery GoodVery GoodGood3440090.3
September 2006GoodVery GoodVery GoodVery Good3090084.9
May 2004GoodVery GoodVery GoodVery Good3190084.9
October 2002GoodVery GoodVery GoodVery Good1500079.9
September 2000GoodVery GoodVery GoodVery Good1205096.3
July 1998GoodVery GoodVery GoodVery Good1205096.3
June 1996GoodExcellentExcellentExcellent765096.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.925925000
Steel Protective Coatingsq. ft.8,0048,004000
Deck
Reinforced Concrete Decksq. ft.7,5767,5007600
Substructure
Reinforced Concrete Pier Walllinear ft.100100000
Reinforced Concrete Abutmentlinear ft.100771760
Steel Pileeach5151000
Reinforced Concrete Pier Caplinear ft.9090000
Bearings
Movable Bearingeach1515000
Fixed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.373003730