Share:

105TH ST/FAU 5013 over BIG PAPILLION CREEK

Map

Coordinates:
+41.24753, -96.07661
41°14'51" N, 96°04'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:105TH ST/FAU 5013 over BIG PAPILLION CREEK
Structure number:U1825F4110
Location:OMAHA 105TH @ PACIFIC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:75.1 ft. [22.9 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,110 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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: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:65.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory711065.3
May 2014FairSatisfactorySatisfactorySatisfactory711065.3
May 2012FairSatisfactorySatisfactorySatisfactory711078.1
May 2010FairGoodSatisfactorySatisfactory790077.9
April 2008FairGoodSatisfactorySatisfactory800077.8
August 2006FairGoodGoodSatisfactory670072.6
October 2004FairGoodGoodSatisfactory670072.6
November 2002GoodGoodGoodGood1200070.8
October 2000GoodGoodGoodGood1110071.1
September 1998GoodGoodGoodGood1110071.1
August 1996GoodGoodGoodGood830078.6
April 1994GoodGoodGoodGood675079.1
April 1992GoodVery GoodVery GoodVery Good605079.3
October 1990GoodVery GoodVery GoodVery Good605079.3