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WOOLWORTH AVE over ABANDONED UPRR

Map

Coordinates:
+41.24519, -95.97206
41°14'43" N, 95°58'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOOLWORTH AVE over ABANDONED UPRR
Structure number:U1825D2205
Location:OMAHA WOOLWORTH @ 39TH
Route classification:Collector (Urban) [17]
Length of largest span:57.1 ft. [17.4 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:25.3 ft. [7.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,222 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:86.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201586.7FairSatisfactoryGoodGood-2222
May 201370.6FairSatisfactoryGoodGoodFO5400
May 201179.9FairSatisfactoryVery GoodVery GoodFO6300
March 200979.6FairSatisfactoryVery GoodVery GoodFO7600
June 200779.6FairSatisfactoryVery GoodVery GoodFO7600
May 200679.6GoodGoodGoodVery GoodFO7600
May 200580.0GoodGoodGoodVery GoodFO5400
August 200380.0GoodGoodGoodVery GoodFO5400
August 200179.9GoodGoodGoodVery GoodFO6000
August 199979.9GoodGoodGoodVery GoodFO6100
May 199779.9GoodGoodGoodVery Good-6100
August 199579.8GoodVery GoodGoodVery Good-6400
June 199379.8GoodVery GoodVery GoodVery Good-6400
June 199179.8GoodExcellentExcellentExcellent-6400