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EB-I480 over 11TH THRU MISSOURI BR

Map 

Coordinates:
+41.26209, -95.93050
41°15'44" N, 95°55'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I480 over 11TH THRU MISSOURI BR
Structure number:S480 00378R
Location:IN OMAHA
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.0 ft. [45.4 m]
Total length:2488.0 ft. [758.3 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1999
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:21
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:16,250 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
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:28.9 tons [26.3 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:50.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201550.8Not deficientSatisfactoryGoodVery Good16250
March 201350.8Not deficientSatisfactoryGoodVery Good16250
March 201159.1Functionally obsoleteSatisfactoryGoodVery Good14185
March 200975.2Functionally obsoleteExcellentVery GoodVery Good14160
March 200775.2Not deficientExcellentVery GoodVery Good14318
March 200574.7Not deficientExcellentVery GoodVery Good18500
June 200363.3Not deficientExcellentGoodFair18200
April 200163.2Not deficientExcellentGoodFair18930
July 199963.2Not deficientExcellentGoodFair18560
20000.0Not applicable---4480
January 199763.6Not deficientExcellentGoodFair16155
November 199464.0Not deficientExcellentGoodFair16750
June 199261.1Not deficientPoorSatisfactoryFair15250
July 199067.3Not deficientSatisfactoryGoodFair14560