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ABBOT DR. OMAHA over BNSF RR

Map 

Coordinates:
+41.26833, -95.92167
41°16'06" N, 95°55'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ABBOT DR. OMAHA over BNSF RR
Structure number:U1825B4710
Location:ABBOT DR EAST OF 13TH ST.
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:179.1 ft. [54.6 m]
Total length:356.0 ft. [108.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:84.3 ft. [25.7 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:2
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2002]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:65.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201565.5Not deficientGoodVery GoodVery Good2300
September 201365.5Not deficientGoodVery GoodVery Good2300
September 201176.9Not deficientGoodVery GoodVery Good2300
June 200976.1Not deficientGoodVery GoodVery Good2300
October 200778.4Not deficientVery GoodVery GoodVery Good2300
August 200678.4Not deficientVery GoodVery GoodVery Good2300
July 200478.4Not deficientExcellentExcellentExcellent2300