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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201685.4Not deficientVery GoodVery GoodVery Good2430
February 201485.4Not deficientVery GoodVery GoodVery Good2430
January 201287.2Not deficientVery GoodVery GoodVery Good2700
March 201087.2Not deficientVery GoodExcellentVery Good2700
March 200879.6Not deficientVery GoodExcellentVery Good3300
March 200679.3Not deficientVery GoodExcellentExcellent3300
September 200479.4Not deficientExcellentExcellentExcellent3100
March 200279.4Not deficientExcellentExcellentExcellent3000
July 200079.3Not deficientExcellentExcellentExcellent3900
August 199879.3Not deficientExcellentExcellentExcellent3900
August 199681.3Not deficientExcellentExcellentExcellent3600
September 199481.3Not deficientExcellentExcellentExcellent4300
September 199281.4Not deficientExcellentExcellentExcellent3600
December 199182.4Not deficientExcellentExcellentExcellent3600