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WOOLWORTH AVE over ABANDONED UPRR

Map 

Coordinates:
+41.24519, -95.97206
41°14'43" N, 95°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201586.7Not deficientSatisfactoryGoodGood2222
May 201370.6Functionally obsoleteSatisfactoryGoodGood5400
May 201179.9Functionally obsoleteSatisfactoryVery GoodVery Good6300
March 200979.6Functionally obsoleteSatisfactoryVery GoodVery Good7600
June 200779.6Functionally obsoleteSatisfactoryVery GoodVery Good7600
May 200679.6Functionally obsoleteGoodGoodVery Good7600
May 200580.0Functionally obsoleteGoodGoodVery Good5400
August 200380.0Functionally obsoleteGoodGoodVery Good5400
August 200179.9Functionally obsoleteGoodGoodVery Good6000
August 199979.9Functionally obsoleteGoodGoodVery Good6100
May 199779.9Not deficientGoodGoodVery Good6100
August 199579.8Not deficientVery GoodGoodVery Good6400
June 199379.8Not deficientVery GoodVery GoodVery Good6400
June 199179.8Not deficientExcellentExcellentExcellent6400