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BOYD ST/FAU 5078 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.29818, -96.05111
41°17'53" N, 96°03'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOYD ST/FAU 5078 over LITTLE PAPILLION CREEK
Structure number:U1825E1405
Location:OMAHA BOYD @ 88TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:5,960 [as of 2015]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:43.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood596043.7
June 2014GoodGoodGoodGood400046.7
June 2012GoodGoodGoodGood400058.5
April 2010GoodGoodGoodGood600054.3
June 2008GoodGoodVery GoodGood540054.6
July 2006FairSatisfactoryVery GoodGood600073.6
August 2004FairSatisfactoryVery GoodVery Good630073.5
October 2002FairSatisfactoryVery GoodVery Good560073.8
August 2000FairSatisfactoryVery GoodVery Good470077.3
September 1998FairSatisfactoryVery GoodVery Good470077.3
April 1996GoodGoodVery GoodVery Good340077.5
October 1994GoodGoodVery GoodVery Good280077.6
March 1992GoodVery GoodVery GoodVery Good280077.6
August 1990GoodVery GoodVery GoodVery Good280077.6