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I ST/FAU 5028 over HELL CREEK

Map

Coordinates:
+41.21620, -96.10025
41°12'58" N, 96°06'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I ST/FAU 5028 over HELL CREEK
Structure number:U1825C2605
Location:OMAHA I @ 120TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
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 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,698 [as of 2016]
Truck traffic:5% 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:Equal to present desirable criteria [8]
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:85.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood1569885.3
April 2015GoodGoodGoodGood1526088.6
April 2013GoodGoodGoodGood900093.3
March 2011GoodGoodGoodVery Good900099.2
April 2010GoodGoodGoodVery Good1320098.8
April 2008GoodVery GoodGoodVery Good1320078.4
March 2006GoodGoodGoodGood1645078.0
April 2004GoodGoodGoodGood1660078.0
July 2002GoodGoodGoodGood1770077.9
September 2000GoodGoodGoodGood1750077.9
May 1998GoodGoodGoodGood1750077.9
April 1996GoodGoodGoodGood1470078.2
October 1994GoodVery GoodVery GoodGood1340080.7
March 1992GoodVery GoodVery GoodGood1120081.0
September 1990GoodVery GoodVery GoodGood1120081.0