Q ST/FAU 5026 over 25TH ST/UPRR 817-396-R


+41.20561, -95.95199
41°12'20" N, 95°57'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Q ST/FAU 5026 over 25TH ST/UPRR 817-396-R
Structure number:U182522840
Location:OMAHA Q @ 26TH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:854.0 ft. [260.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:19,800 [as of 2010]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:5.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 20165.0PoorFairPoorPoorSD19800
August 20155.0PoorFairPoorPoorSD19800
November 20145.0PoorFairPoorPoorSD19800
September 201321.2PoorFairPoorPoorSD19800
August 201220.9PoorFairFairPoorSD19800
August 201120.9PoorFairFairPoorSD24000
August 200920.9PoorFairFairPoorSD24000
September 200722.5PoorFairFairPoorSD24000
September 200539.7FairFairFairFairFO26500
September 200341.1FairSatisfactoryFairSatisfactoryFO26500
October 200142.1FairSatisfactoryFairSatisfactoryFO24500
August 199949.9FairSatisfactoryFairSatisfactoryFO22700
October 199763.9FairSatisfactoryFairSatisfactoryFO21000
October 199564.6FairSatisfactoryFairSatisfactoryFO11400
September 199364.6FairSatisfactoryFairSatisfactoryFO11300
July 199160.3FairGoodFairSatisfactoryFO21900