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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201685.0Not deficientSatisfactoryVery GoodGood22140
February 201485.0Not deficientGoodVery GoodGood22140
January 201496.9Not deficientGoodVery GoodGood22140
January 201296.5Not deficientGoodVery GoodGood24600
January 201096.6Not deficientVery GoodExcellentVery Good24450
March 200896.6Not deficientVery GoodExcellentVery Good24450
February 200695.8Not deficientVery GoodExcellentVery Good30000
September 200495.7Not deficientExcellentExcellentExcellent30500
February 200295.5Not deficientExcellentExcellentExcellent32000
July 200095.8Not deficientExcellentExcellentExcellent30000
October 199895.8Not deficientExcellentExcellentExcellent30000
August 199696.7Not deficientExcellentExcellentExcellent23400
August 199496.9Not deficientExcellentExcellentExcellent20600
April 199396.9Not deficientExcellentExcellentExcellent20600
August 199276.4Functionally obsoleteVery GoodVery GoodGood23800
September 199076.4Not deficientVery GoodVery GoodVery Good23800