20TH ST/FAU 5089 over I80


+41.22648, -95.94224
41°13'35" N, 95°56'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:20TH ST/FAU 5089 over I80
Structure number:S080 45361
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:154.9 ft. [47.2 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Good
Status:Open, no restriction [A]
Average daily traffic:2,430 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:65.9 tons [59.9 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:85.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.4GoodVery GoodVery GoodVery Good-2430
February 201485.4GoodVery GoodVery GoodVery Good-2430
January 201287.2GoodVery GoodVery GoodVery Good-2700
March 201087.2GoodVery GoodExcellentVery Good-2700
March 200879.6GoodVery GoodExcellentVery Good-3300
March 200679.3GoodVery GoodExcellentExcellent-3300
September 200479.4GoodExcellentExcellentExcellent-3100
March 200279.4GoodExcellentExcellentExcellent-3000
July 200079.3GoodExcellentExcellentExcellent-3900
August 199879.3GoodExcellentExcellentExcellent-3900
August 199681.3GoodExcellentExcellentExcellent-3600
September 199481.3GoodExcellentExcellentExcellent-4300
September 199281.4GoodExcellentExcellentExcellent-3600
December 199182.4GoodExcellentExcellentExcellent-3600