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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201565.5GoodGoodVery GoodVery Good-2300
September 201365.5GoodGoodVery GoodVery Good-2300
September 201176.9GoodGoodVery GoodVery Good-2300
June 200976.1GoodGoodVery GoodVery Good-2300
October 200778.4GoodVery GoodVery GoodVery Good-2300
August 200678.4GoodVery GoodVery GoodVery Good-2300
July 200478.4GoodExcellentExcellentExcellent-2300