32ND AVE/FAU 5063 over I80/RMP 40/RMP 50


+41.22733, -95.96008
41°13'38" N, 95°57'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:32ND AVE/FAU 5063 over I80/RMP 40/RMP 50
Structure number:S080 45266
Location:JCT 32ND AVE/I80 OMAHA
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:122.1 ft. [37.2 m]
Total length:490.2 ft. [149.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
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:4,140 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:83.8 tons [76.2 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:88.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201688.4FairVery GoodVery GoodSatisfactory-4140
March 201488.4FairVery GoodVery GoodSatisfactory-4140
February 201497.0FairVery GoodVery GoodSatisfactory-4140
February 201296.9GoodVery GoodVery GoodGood-4600
March 201096.9GoodVery GoodVery GoodVery Good-4600
March 200897.0GoodVery GoodExcellentVery Good-4100
March 200697.0GoodExcellentExcellentExcellent-4200
September 200499.0GoodExcellentExcellentExcellent-4200
March 200297.0GoodExcellentExcellentExcellent-4000
August 200099.1GoodExcellentExcellentExcellent-3800
September 199899.1GoodExcellentExcellentExcellent-3800
October 199695.7GoodExcellentExcellentExcellent-5600
September 199493.4GoodExcellentExcellentExcellent-6900
September 199293.4GoodExcellentExcellentExcellent-6900
January 199195.4GoodExcellentExcellentExcellent-6900