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I80/RMP 50/RMP 40 over UPRR

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201675.5Not deficientSatisfactoryVery GoodVery Good169359
March 201475.5Not deficientSatisfactoryVery GoodVery Good169359
February 201475.5Not deficientSatisfactoryVery GoodVery Good169359
February 201275.2Not deficientSatisfactoryVery GoodVery Good166955
March 201075.2Not deficientGoodVery GoodVery Good166955
March 200883.6Not deficientGoodExcellentExcellent165165
March 200685.0Not deficientVery GoodExcellentExcellent170740
September 200485.0Not deficientExcellentExcellentExcellent166985
March 200285.0Not deficientExcellentExcellentExcellent162250
September 200085.0Not deficientExcellentExcellentExcellent148985
September 199885.0Not deficientExcellentExcellentExcellent142690
October 199686.2Not deficientExcellentExcellentExcellent126010
September 199488.2Not deficientExcellentExcellentExcellent130240
September 199289.0Not deficientExcellentExcellentExcellent119660