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156TH ST/FAU 5135 over W BR PAPILLION CREEK

Map

Coordinates:
+41.23257, -96.15823
41°13'57" N, 96°09'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:156TH ST/FAU 5135 over W BR PAPILLION CREEK
Structure number:U182503310
Location:156TH @ CENTER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,256 [as of 2012]
Truck traffic:1% 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood1725684.8
April 2016GoodGoodGoodGood1725684.8
April 2014GoodGoodGoodGood1015084.8
April 2012GoodGoodGoodVery Good1015097.3
April 2010GoodGoodGoodVery Good1550096.1
July 2007FairSatisfactoryGoodSatisfactory1610076.0
September 2005FairSatisfactoryGoodSatisfactory1295071.8
March 2003GoodGoodGoodGood1295071.8
August 2001GoodGoodGoodGood1385071.5
July 1999GoodGoodGoodGood1390071.4
June 1997GoodGoodGoodGood910078.3
April 1995GoodGoodGoodGood1006066.5
June 1993GoodVery GoodGoodVery Good790067.2
May 1991GoodVery GoodVery GoodVery Good65094.9