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BOYD ST/FAU 5078 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.29818, -96.05115
41°17'53" N, 96°03'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:30.9 tons [28.1 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:43.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201643.7GoodGoodGoodGoodFO5960
June 201446.7GoodGoodGoodGood-4000
June 201258.5GoodGoodGoodGood-4000
April 201054.3GoodGoodGoodGoodFO6000
June 200854.6GoodGoodVery GoodGoodFO5400
July 200673.6FairSatisfactoryVery GoodGoodFO6000
August 200473.5FairSatisfactoryVery GoodVery GoodFO6300
October 200273.8FairSatisfactoryVery GoodVery GoodFO5600
August 200077.3FairSatisfactoryVery GoodVery Good-4700
September 199877.3FairSatisfactoryVery GoodVery Good-4700
April 199677.5GoodGoodVery GoodVery Good-3400
October 199477.6GoodGoodVery GoodVery Good-2800
March 199277.6GoodVery GoodVery GoodVery Good-2800
August 199077.6GoodVery GoodVery GoodVery Good-2800