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F ST/FAU 5028 over BIG PAPILLION CREEK

Map

Coordinates:
+41.21973, -96.03828
41°13'11" N, 96°02'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:F ST/FAU 5028 over BIG PAPILLION CREEK
Structure number:U182532605
Location:F @ 80TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:243.1 ft. [74.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Year reconstructed: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: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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,574 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present minimum criteria [6]
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:67.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairVery GoodSatisfactoryGood857467.9
July 2014PoorPoorSatisfactoryFair657051.9
July 2012PoorPoorSatisfactoryFair657064.1
July 2010PoorPoorSatisfactoryFair730065.8
May 2008PoorPoorSatisfactoryFair730065.8
May 2006PoorPoorSatisfactoryFair1000062.6
May 2004FairFairGoodSatisfactory1060078.2
November 2002PoorPoorGoodSatisfactory1010076.3
November 2000FairFairGoodGood960080.3
May 1998FairFairGoodGood960078.3
September 1996FairFairGoodGood800078.6
May 1994FairFairGoodGood760078.6
April 1992FairFairGoodVery Good920078.2
September 1990FairSatisfactoryGoodVery Good920079.3