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EB-I480 over 20TH THRU 16TH/FAU 5095

Map 

Coordinates:
+41.26304, -95.94244
41°15'47" N, 95°56'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I480 over 20TH THRU 16TH/FAU 5095
Structure number:S480 00310R
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:1581.1 ft. [481.9 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:19.0 ft. [5.8 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:13
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
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:18,805 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:38.9 tons [35.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:64.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201564.1Not deficientSatisfactoryVery GoodGood18805
March 201374.8Not deficientVery GoodVery GoodVery Good18805
February 201173.9Not deficientVery GoodVery GoodVery Good23950
March 200977.0Not deficientExcellentVery GoodVery Good21838
April 200777.7Not deficientExcellentVery GoodVery Good21000
March 200577.4Not deficientExcellentVery GoodVery Good23500
June 200377.5Not deficientExcellentVery GoodVery Good23200
March 200177.3Not deficientExcellentVery GoodVery Good24235
July 199948.5Not deficientExcellentGoodPoor23760
20000.0Not applicable---1975
January 199748.9Structurally deficientSatisfactoryGoodPoor21785
October 199446.3Structurally deficientSatisfactoryGoodPoor16750
July 199256.4Functionally obsoleteSatisfactoryGoodFair15250
July 199039.4Structurally deficientGoodGoodPoor14560