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Q ST/FAU 5026 over I80

Map 

Coordinates:
+41.20532, -96.09421
41°12'19" N, 96°05'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Q ST/FAU 5026 over I80
Structure number:S080 44459
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:164.1 ft. [50.0 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,140 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0FairSatisfactoryVery GoodGood-22140
February 201485.0GoodGoodVery GoodGood-22140
January 201496.9GoodGoodVery GoodGood-22140
January 201296.5GoodGoodVery GoodGood-24600
January 201096.6GoodVery GoodExcellentVery Good-24450
March 200896.6GoodVery GoodExcellentVery Good-24450
February 200695.8GoodVery GoodExcellentVery Good-30000
September 200495.7GoodExcellentExcellentExcellent-30500
February 200295.5GoodExcellentExcellentExcellent-32000
July 200095.8GoodExcellentExcellentExcellent-30000
October 199895.8GoodExcellentExcellentExcellent-30000
August 199696.7GoodExcellentExcellentExcellent-23400
August 199496.9GoodExcellentExcellentExcellent-20600
April 199396.9GoodExcellentExcellentExcellent-20600
August 199276.4GoodVery GoodVery GoodGoodFO23800
September 199076.4GoodVery GoodVery GoodVery Good-23800