I80/RMP 50/RMP 40 over UPRR


+41.22689, -95.96270
41°13'37" N, 95°57'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I80/RMP 50/RMP 40 over UPRR
Structure number:S080 45252
Location:IN OMAHA
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.1 ft. [23.2 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:214.2 ft. [65.3 m]
Deck width edge-to-edge:219.2 ft. [66.8 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1989
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: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:169,359 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:75.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201675.5FairSatisfactoryVery GoodVery Good-169359
March 201475.5FairSatisfactoryVery GoodVery Good-169359
February 201475.5FairSatisfactoryVery GoodVery Good-169359
February 201275.2FairSatisfactoryVery GoodVery Good-166955
March 201075.2GoodGoodVery GoodVery Good-166955
March 200883.6GoodGoodExcellentExcellent-165165
March 200685.0GoodVery GoodExcellentExcellent-170740
September 200485.0GoodExcellentExcellentExcellent-166985
March 200285.0GoodExcellentExcellentExcellent-162250
September 200085.0GoodExcellentExcellentExcellent-148985
September 199885.0GoodExcellentExcellentExcellent-142690
October 199686.2GoodExcellentExcellentExcellent-126010
September 199488.2GoodExcellentExcellentExcellent-130240
September 199289.0GoodExcellentExcellentExcellent-119660