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120TH ST/FAU 5009 over BIG PAPILLION CREEK TRIB

Map

Coordinates:
+41.28893, -96.10064
41°17'20" N, 96°06'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:120TH ST/FAU 5009 over BIG PAPILLION CREEK TRIB
Structure number:U182513910
Location:.25S 120TH & W MAPLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.1 ft. [11.6 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:17,634 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:66.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryVery GoodGood1763466.0
April 2016GoodGoodVery GoodGood1763466.0
April 2014GoodGoodVery GoodGood2151066.0
April 2012GoodGoodVery GoodGood2151077.1
April 2010GoodGoodGoodGood2390074.7
April 2008FairSatisfactoryVery GoodGood2310074.8
June 2006FairSatisfactoryVery GoodGood2250074.9
June 2004FairSatisfactoryVery GoodGood2220075.0
October 2002GoodGoodVery GoodGood2400074.7
August 2000GoodGoodVery GoodGood2310074.8
September 1998GoodGoodVery GoodGood2310074.8
July 1996GoodGoodVery GoodGood2245074.9
September 1994GoodGoodVery GoodGood1660075.8
December 1992GoodGoodVery GoodVery Good1660077.8